Open-File Report 96-517
NGS Descriptions of damaged BMs listed in Table 3
PID: EW4366 Residual = 3.2 cm Type N
NAME: 56 19 B
1.6 MI S FROM WOODLAND HILLS.
WOODLAND HILLS, 1.6 MI S OF THE VENTURA FREEWAY, TOPANGA CANYON BLVD. AND CEZANNE AVE, 303 FT N OF THE CENTER LINE OF CEZANNE AVE AND 43 FEET E OF THE CENTER LINE OF TOPANGA CANYON BLVD, AT THE S END OF THE BLVD AND SERVICE RD DIVIDER STRIP. SET IN THE CONCRETE BASE FOR A STREET LIGHT 1 FT W OF THE STREET LIGHT POST. RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. ADD--0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN CANOGA PARK, THENCE 6.0 KM (3.70 MI) SOUTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON BOULEVARD), NEAR THE WEST EDGE OF THE CONCRETE FOOTING FOR A STREET LIGHT POLE IN A MEDIAN, 94.3 M (309.4 FT) NORTH OF THE CENTER OF CEZANNE AVENUE, 5.7 M (18.7 FT) WEST OF THE CENTER OF A SERVICE ROAD, 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF THE SOUTH END OF THE MEDIAN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE FOOTING, AND 0.1 M (0.3 FT) WEST OF THE POLE.
March 1996 Caltrans Inspection: Mark disturbed, apparently hit by a car.
PID: EW2515 Residual = 3.3 cm Type N
NAME: D 1142
AT SAN FERNANDO, ALONG SAN FERNANDO ROAD MIDWAY BETWEEN HUNTINGTON AND WORKMAN STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE GOODYEAR SERVICE BUILDING, 41 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF THE DOORWAY INTO BUILDING, 0.9 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 9 1/2 FEET NORTH OF A FIRE HYDRANT, AND 0.9 FOOT ABOVE THE SIDEWALK.
IN SAN FERNANDO, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHEAST CORNER COLUMN OF THE GOODYEAR TIRE STORE AT 1431 SAN FERNANDO ROAD, 12.5 M (41.0 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE STORE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE SIDEWALK. COLUMN SHOWS SIGNS OF EARTHQUAKE DAMAGE.
March 1996 Caltrans Inspection: Substantial damage to building.
PID: EW9445 Residual = 3.6 cm Type F
NAME: P 1451
IN PIRU, AT 829 PARK STREET, IN TOP OF A PATIO OVER A CONCRETE
FOUNDATION INTO A BASEMENT OF A VICTORIAN MANSION, RESIDENCE OF MR. SCOTT NEWHALL, AT THE NORTHWEST CORNER OF THE MANSION. 12.2 M (40.0 FT) NORTH OF THE NORTH END OF A CONCRETE AND STONE COLUMN, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTER OF A STAIRWAY LEADING UP A GENTLE SLOPE, 1.3 M (4.3 FT) SOUTH OF THE CENTER OF A STAIRWAY LEADING EAST DOWN TO A BASEMENT, 0.4 M (1.3 FT) WEST OF THE WEST FACE OF A WALL OF THE MANSION, 0.4 M (1.3 FT) SOUTH OF THE SOUTH FACE OF A WALL OF THE MANSION AND LEVEL WITH THE PATIO SURFACE.
IN PIRU, IN THE TILE PATIO DECK NEAR THE NORTHWEST CORNER OF THE MANSION AT 829 PARK STREET, 1.3 M (4.3 FT) SOUTH OF THE CENTER OF A STAIRWAY LEADING TO THE BASEMENT, 0.4 M (1.3 FT) WEST OF THE WEST WALL OF THE BUILDING, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH WALL OF THE BUILDING. NOTE--THE MARK IS ON PROPERTY OWNED BY RUTH NEWHALL, POST OFFICE BOX 409, PIRU, CA 93040, TELEPHONE NUMBER (805) 521-1441.
March 1996 Caltrans Inspection: Substantial damage to building
PID: EW6986 Residual = 3.1 cm Type S
NAME: Z 1293
RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.4 KM (0.85 MI) SOUTHEASTERLY ALONG CENTER STREET FROM ITS JUNCTION WITH VIA FUSTERO IN PIRU, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 126, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG A DIRT DRIVEWAY TO A HOUSE. 57.0 M (187.0 FT) EAST OF THE NORTHEAST CORNER OF A GARAGE, 52.1 M (170.9 FT) EAST OF THE CENTER OF THE DRIVEWAY, 39.3 M (128.9 FT) EAST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A PIPE CULVERT, 14.0 M (45.9 FT) NORTH OF THE CENTER OF THE OLD ABANDONED HIGHWAY, 10.5 M (34.4 FT) NORTHWEST OF THE NORTHWEST FENCE CORNER OF A CHAIN LINK FENCE AROUND THE TEXACO CAMULOS PUMPING STATION, 0.35 M (1.1 FT) WEST OF A WITNESS POST AND 0.15 M (0.5 FT) BELOW THE GROUND SURFACE. 1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 126, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG A DRIVEWAY, THENCE 0.05 KM (0.05 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK REMOVED) , 57.4 M (188.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 39.2 M (128.6 FT) EAST OF THE EAST END OF THE NORTH HEADWALL OF A CULVERT UNDER A DIRT ROAD, 10.6 M (34.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A TEXACO PUMPING STATION, 9.8 M (32.2 FT) NORTH OF THE CENTER OF THE GRADE, 4.3 M (14.1 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW9475 Residual = -3.0 cm Type N
NAME: 54 6
IN SIMI, AT THE INTERSECTION OF LOS ANGELES AVENUE AND CRATER STREET, IN TOP OF A CONCRETE CURB. 32.2 M (105.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE AVENUE, 21.1 M (69.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF REEDS FURNITURE STORE BUILDING, 9.2 M (30.2 FT) WEST OF THE WEST FACE OF THE BUILDING, 6.1 M (20.0 FT) EAST OF THE CENTER OF THE STREET, 0.2 M (0.7 FT) ABOVE THE STREET SURFACE AND ABOUT LEVEL WITH A SIDEWALK.
IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AVENUE AND CRATER STREET, IN THE EAST CONCRETE CURB OF THE STREET, 32.2 M (105.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE, 21.1 M (69.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 15.3 M (50.2 FT) NORTH OF A UTILITY LIGHT POLE, AND 6.1 M (20.0 FT) EAST OF AND LEVEL WITH THE STREET CENTER.
March 1996 Caltrans Inspection: No visible damage
PID: EW4568 Residual = 3.1 cm Type S
NAME: Z 609
1 MI W FROM SANTA SUSANA.
0.95 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SANTA SUSANA, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF CULVERT 436.56, 7.0 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK. RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS. 1.1 KM (0.70 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST OFFICE IN SANTA SUSANA. CHANGE AND LEVEL WITH THE TRACK TO 0.9 M (3.0 FT) BELOW THE RAILROAD TRACKS.
IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AND DARRAH AVENUES, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, 20.8 M (68.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF LOS ANGELES AVENUE, 4.8 M (15.7 FT) EAST OF THE EXTENDED CENTERLINE OF DARRAH AVENUE, 1.5 M (4.9 FT) SOUTH OF THE NEAR RAIL, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.1 M (0.3 FT) NORTH OF A WALL.
March 1996 Caltrans Inspection: Structure shows cracking of unknown vintage
PID: EW9501 Residual = -3.5 cm Type B
NAME: T 1452
3.4 KM (2.10 MI) EASTERLY ALONG STATE HIGHWAY 118 FROM ITS JUNCTION WITH STATE HIGHWAY 27 IN CHATSWORTH, SET VERTICALLY IN THE WEST FACE OF THE MOST EASTERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF THE AVENUE OVERPASS OF THE HIGHWAY, 8.3 M (27.2 FT) SOUTH OF THE SOUTH CONCRETE EDGE OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
12.1 KM (7.50 MI) WESTERLY ALONG FREEWAY 118 FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 IN LOS ANGELES, SET VERTICALLY IN THE WEST FACE OF THE MOST EASTERLY OF 2 CONCRETE COLUMNS OF THE CENTER PIER OF THE WINETKA AVENUE OVERPASS OF THE FREEWAY, 14.3 M (46.9 FT) NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE FREEWAY, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW4792 Residual = -3.4 cm Type N
NAME: 05 00362
AT LOS ANGELES.
IN WEST CURB OF CANOGA AVENUE, 2 FT. SOUTH OF BC CURB. SOUTH OF DEVONSHIRE ST. IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND CANOGA AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 15.7 M (51.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 8.5 M (27.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, 1.5 M (4.9 FT) SOUTH-SOUTHEAST OF A TRAFFIC SIGNAL POLE, 0.7 M (2.3 FT) EAST OF THE SIGNAL CONTROL BOX, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE OF THE CURB.
March 1996 Caltrans Inspection: No visible damage, however, this mark lies approximately at the middle bridge spanning a flood control channel.
PID: EW4321 Residual = -4.1 Type S
NAME: 06 05942
IN LOS ANGELES.
CITY OF L.A. BOLT IN EAST CURB OF ALHAMA DRIVE, 4 FEET NORTH OF BOX CULVERT CURB RETURN NORTH OF VENTURA BLVD. IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ALHAMA DRIVE, A BOLT IN THE EAST CONCRETE CURB OF THE DRIVE, 17.6 M (57.7 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF THE DRIVE, 2.9 M (9.5 FT) NORTH OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE DRIVE.
March 1996 Caltrans Inspection: No visible damage
PID: EW2212 Residual = 4.6 cm Type N
NAME: 08 15840
AT LOS ANGELES.
WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 4 FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF HAZELTINE AVENUE TO THE SOUTH. IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND HAZELTINE AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 11.9 M (39.0 FT) EAST OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 1.8 M (5.9 FT) EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
March 1996 Caltrans Inspection: Marked disturbed. Curb has been run over repeatedly by buses.
PID: EW2201 Residual = -8.3 Type N
NAME: 08 15582
AT LOS ANGELES.WIRE SPIKE IN THE EAST CURB OF LONGRIDGE AVENUE AT THE BEGINNING OF CURB RETURN SOUTH OF VENTURA BOULEVARD SOUTH ROADWAY, NORTH END OF CATCH BASIN. IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND LONG RIDGE AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 34.4 M (112.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, 3.6 M (11.8 FT) NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
March 1996 Caltrans Inspection: Monument destroyed. New catch basin at this location.
PID: EW2256 Residual = -9.1 cm Type N
NAME: 08 15240
AT LOS ANGELES.
STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND COLFAX AVENUE. IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND COLFAX AVENUE, IN THE CENTER OF THE BOULEVARD, 12.9 M (42.3 FT) WEST OF THE CENTERLINE OF THE AVENUE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
March 1996 Caltrans Inspection: Well monument, possible water saturation.
PID: EW4427 Residual = -3.9 Type N
NAME: 06 03760
CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT THE SURFACE IN MEDIAN ISLAND, ON THE CENTER LINE BEGINNING OF CURVE IN TOPANGA CANYON BOULEVARD, 960 FEET NORTH OF PLUMMER STREET. 0.8 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF DEVONSHIRE STREET AT CHATSWORTH, 960 FEET NORTH OF THE JUNCTION OF PLUMMER STREET, IN THE MEDIAN ISLAND OF THE BOULEVARD, 24 FEET SOUTH OF THE SOUTHEAST CORNER OF A STORM DRAIN. 0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN CANOGA PARK, THENCE 5.1 KM (3.15 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE HIGHWAY, 299.0 M (981.0 FT) NORTH OF THE CENTERLINE OF PLUMMER STREET, 15.5 M (50.9 FT) SOUTHWEST OF UTILITY POLE NUMBER 353757M 88-12-5.13, 7.6 M (24.9 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.4 M (24.3 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.9 M (22.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STORM DRAIN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE LEVEL OF THE MEDIAN. NOTE--THE DISK IS NOT STAMPED.
March 1996 Caltrans Inspection: No visible damage
PID: DY2495 Residual = -4.8 cm Type N
NAME: W 1313
EL SEGUNDO.
AT EL SEGUNDO, 0.1 MILES NORTHWEST OF THE INTERSECTION VISTA DEL MAR AND GRAND AVENUE, IN FRONT OF A LARGE WATER AND POWER BUILDING, IN TOP THE SOUTH CORNER OF A 4 BY 15-FT. CATCH BASIN, 21 FT. NORTHEAST THE CENTER LINE VISTA DEL MAR, 1 FT. NORTHEAST THE NORTHEAST CURB. RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--IN TOP OF THE SOUTH CORNER, TO IN TOP OF THE WEST CORNER.
IN EL SEGUNDO, AT THE INTERSECTION OF VISTA DEL MAR AND GRAND AVENUE, NEAR THE WEST CORNER OF A CONCRETE CATCH BASIN, 198.0 M (649.6 FT) NORTHWEST OF THE CENTER OF GRAND AVENUE, 11.6 M (38.1 FT) NORTHWEST OF THE WEST CORNER OF A WATER DEPARTMENT ACCESS BOX IN FRONT OF THE DEPARTMENT OF WATER AND POWER PLANT, 7.4 M (24.3 FT) SOUTHWEST OF A CHAIN-LINK FENCE, 7.2 M (23.6 FT) NORTHEAST OF THE CENTERLINE OF VISTA DEL MAR, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF VISTA DEL MAR.
March 1996 Caltrans Inspection: No visible damage. Mark is set in sandy soil near the ocean. Small cracks in the curb.
PID: DY2538 Residual = -4.6 cm Type N
NAME: U 1329
IN LONG BEACH, AT THE INTERSECTION OF SPRING STREET AND PALO VERDE AVENUE, IN THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 23.3 M (76.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, AND 0.7 M (2.3 FT) SOUTHEAST OF THE CENTER OF A MANHOLE COVER PRECAST LACFCD.
IN LONG BEACH, AT THE INTERSECTION OF SPRING STREET AND PALO VERDE AVENUE, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 23.3 M (76.4 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE AVENUE, 6.0 M (19.7 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
March 1996 Caltrans Inspection: No visible damage. Small cracks in curb.
PID: EW4960 Residual = -8.1 cm Type T
NAME: NL+F
1.5 MI NW SAGUS (LOS ANGELES SHERIFF STATION), ALONG HENRY MAYO DRIVE TO SCE POWER LINE CROSSING. 55 FT E OF EASTERLY POWERLINE CROSSING, 112 FT N OF CORNER OF CHAIN LINK FENCE ABOUT SCE SUBSTA., 173 FT W OF POWER POLE 2124160E, 205 FT W OF FENCE AROUND GAS METERING STATION.
0.2 KM (0.10 MI) SOUTHWESTERLY ALONG PARKER ROAD FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 IN CASTAIC, THENCE 9.1 KM (5.65 MI) SOUTHERLY ALONG THE OLD ROAD, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG MAGIC MOUNTAIN PARKWAY, 62.6 M (205.4 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A GAS PIPELINE METERING STATION, 28.5 M (93.5 FT) NORTHEAST OF THE NORTHEAST LEG OF A HIGH LINE TOWER, 8.8 M (28.9 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--THE BOLT IS ENCASED IN A 3 1/2-INCH PIPE FILLED AND SURROUNDED BY CONCRETE.
March 1996 Caltrans Inspection: Mark disturbed, appears to have been hit.
PID: EW6895 Residual = 3.0 cm Type N
NAME: L 1296
0.9 MI SOUTH FROM NEWHALL.
0.9 MI SOUTH ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SAUGUS, 0.1 MILE EAST OF AND ACROSS ROAD AND TRACKS FROM THE NEWHALL COUNTY WATER DISTRICT PUMPING STATION NUMBER 11, 38.7 FT. EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.4 FT. EAST OF THE CENTER OF A TELEPHONE POLE WITH A GUY WIRE, ACCESS HAD THROUGH A PLASTIC FLUSH WITH THE GROUND RECOVERED IN GOOD CONDITION. NOTE--THE DISK IS STAMPED L 1296 1977.
1.9 KM (1.20 MI) NORTHWESTERLY ALONG SAN FERNANDO ROAD FROM THE JUNCTION OF SIERRA HIGHWAY IN NEWHALL, THENCE 3.0 KM (1.85 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 200.0 M (656.2 FT) NORTHEAST OF THE NEWHALL WATER DISTRICT PUMPING STATION NUMBER 11, 14.9 M (48.9 FT) SOUTHWEST OF THE CENTER OF A MANHOLE, 11.7 M (38.4 FT) EAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND ACROSS THE TRACK FROM THE MOST SOUTHERLY OF 3 SELF STORAGE BUILDINGS. THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW4865 Residual = -11.6 cm Type S
NAME: C 1142
IN LOS ANGELES, 4.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF MARKET STREET AT NEWHALL, 4.7 MILES NORTHWEST OF THE STATION AT SAN FERNANDO, 6 1/4 POLES SOUTHEAST OF MILEPOST 457, IN THE TOP OF THE SOUTHEAST END OF CONCRETE BRIDGE 457.18, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.3 FEET NORTHEAST OF A GUARDRAIL, 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF BRIDGE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
LOS ANGELES, SYLMAR AREA, SAN FERNANDO ROAD, 0.5 MILE NORTHWESTERLY OF BALBOA BOULEVARD, 76.5 FEET NORTHEAST OF STREET CURB, AT A CURVE IN THE STREET TO THE RIGHT AND A ROAD TO LEFT LEADING TO NORTH VALLEY REFUSE CENTER, ON SOUTHERN PACIFIC COMPANY RAILROAD BRIDGE NO. 53-391, 7.5 FEET SOUTHWESTERLY OF THE SOUTHWESTERLY RAIL. SET IN TOP OF CONCRETE HEADWALL OF BRIDGE 1.3 FEET FROM THE SOUTHEAST END. 0.6 KM (0.35 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF THE BALBOA BOULEVARD IN GRANADA HILLS, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CULVERT UNDER THE RAILROAD, 30.3 M (99.4 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.9 M (12.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
March 1996 Caltrans Inspection: Large cracks are visible in the bridge
PID: EW2473 Residual = -4.3 Type N
NAME: 03 01685
IN LOS ANGELES. WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 1 FOOT NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF BROMWICH STREET.
IN LOS ANGELES, AT THE INTERSECTION OF SAN FERNANDO ROAD AND BROMWICH STREET, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE ROAD, 15.0 M (49.2 FT) NORTHWEST OF THE CENTER OF THE STREET, 9.2 M (30.2 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE BEGINNING OF THE CURB RETURN NORTHWEST.
March 1996 Caltrans Inspection: No visible damage
PID: EW4670 Residual = -9.6 cm Type S
NAME: B 1219
RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS. 1.4 KM (0.85 MI) SOUTHEASTERLY ALONG CENTER STREET FROM ITS JUNCTION WITH VIA FUSTERO IN PIRU, THENCE 8.2 KM (5.10 MI) EASTERLY ALONG STATE HIGHWAY 126, IN TOP AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 0.4 KM (0.25 MI) WEST OF THE VENTURA AND LOS ANGELES COUNTY LINE. 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY SURFACE. 1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 9.7 KM (6.00 MI) EASTERLY ALONG STATE HIGHWAY 126, NEAR THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 9.0 M (29.5 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
March 1996 Caltrans Inspection: No visible damage
PID: EW4667 Residual = 4.3 cm Type N
NAME: C 41
1.4 KM (0.85 MI) SOUTHEASTERLY ALONG CENTER STREET FROM ITS JUNCTION WITH VIA FUSTERO IN PIRU, THENCE 8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 126, AT THE VENTURA AND LOS ANGELES COUNTY LINE. 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.9 M (12.8 FT) NORTHWEST OF A THREE INCH IRON PIPE PROJECTING 6.0 FT, 2.7 M (8.9 FT) WEST OF A TWO INCH IRON PIPE PROJECTING 5.0 FT SUPPORTING A SIGN (L.A. COUNTY BOUNDARY LINE), 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, 0.06 M (0.2 FT) ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY SURFACE. NOTE-THE M IN BM HAS BEEN SCRAPED OFF BENCHMARK. 1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE 10.1 KM (6.25 MI) EASTERLY ALONG STATE HIGHWAY 126, AT THE VENTURA-LOS ANGELES COUNTY LINE, 14.2 M (46.6 FT) NORTH OF BENCH MARK U 1451, 10.7 M (35.1 FT) NORTHWEST OF A PIPELINE VENT PROJECTING 7-FEET, 2.4 M (7.9 FT) WEST OF THE SOUTH LEG OF A SIGN (LOS ANGELES COUNTY LINE) , 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW9478 Residual = 4.0 cm Type N
NAME: 961 LA RM 1
IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AVENUE AND TAPO STREET, I TOP OF A CONCRETE CURB. 15.9 M (52.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE AVENUE, 7.8 M (25.6 FT) SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.4 M (14.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE STREET, 2.2 M (7.2 FT) NORTH-NORTHEAST OF A UTILITY SIGNAL LIGHT POLE, 0.2 M (0.7 FT) ABOVE THE STREET SURFACE AND 0.1 M (0.3 FT) WEST OF A CURB. IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AVENUE AND TAPO STREET, IN THE WEST CONCRETE CURB OF THE STREET, 15.9 M (52.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 7.8 M (25.6 FT) SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.4 M (14.4 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE STREET, AND 2.2 M (7.2 FT) NORTH-NORTHEAST OF A SIGNAL LIGHT POLE.
March 1996 Caltrans Inspection: No visible damage
PID: EW6942 Residual = 5.8 cm Type S
NAME: 72 X 11
1.3 MI EAST FROM SANTA SUSANA.
1.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST OFFICE AT SANTA SUSANA, AT RAILROAD BRIDGE NUMBER 438.40. IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE FLOOD CONTROL CULVERT UNDER THE TRACKS, 10 FEET EAST OF THE EAST WINGWALL OF THE BRIDGE, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.0 FEET NORTH OF THE CORNER POST OF A CHAIN LINK FENCE. 21.3 KM (13.25 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF SPRING ROAD IN MOORPARK, NEAR THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT UNDER THE RAILROAD, 5.5 M (18.0 FT) NORTHEAST OF THE NEAR RAIL, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE TRACK, AND ON THE EXTENDED CENTERLINE OF STERLING STREET.
March 1996 Caltrans Inspection: No visible damage
PID: EW5003 Residual = 6.2 cm Type S
NAME: X 898
0.6 MI N FROM SAUGUS.
0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SAUGUS, 4 1/2 RAILS NORTH OF MILEPOLE 450, AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE WEST CONCRETE HEAD WALL, 1.1 FEET NORTH OF THE SOUTH END, 35.7 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 20.3 FEET WEST OF THE WEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK. BOUQUET CANYON ROAD, 0.6 MILE NORTH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION IN SAUGUS, 72.0 FEET SOUTHEASTERLY OF POWER POLE NO. 558013E, 35.0 FEET EAST OF THE CENTER LINE OF BOUQUET CANYON ROAD, 22.0 FEET SOUTHEASTERLY OF TELEPHONE POLE NO. 558911H, 20.5 FEET WEST OF THE WEST RAIL OF RAILROAD. SET IN THE TOP OF THE WEST CONCRETE HEADWALL OF CULVERT, 1.1 FEET NORTH OF THE SOUTH END, ABOUT 6.0 FEET LOWER THAN THE TRACK.
IN SAUGUS, AT THE INTERSECTION OF SAN FERNANDO ROAD AND CINEMA DRIVE, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, 21.7 M (71.2 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVE, 10.8 M (35.4 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY OF 2 SIGNAL LIGHT POLES, 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 5.5 M (18.0 FT) WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
March 1996 Caltrans Inspection: No visible damage
PID: EW5006 Residual = 6.2 cm Type S
NAME: Y 898
1.5 MI NW FROM SAUGUS.
1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SAUGUS, 2 1/4 TELEPHONE POLES NORTHWEST OF MILEPOLE 449, AT THE BONELLI RANCH, AT 24-INCH CONCRETE PIPE CULVERT 449.10, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL, 12.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
1.7 KM (1.05 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF CINEMA AVENUE IN SAUGUS, NEAR THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF CULVERT NUMBER 449.10 UNDER THE TRACK, 3.8 M (12.5 FT) SOUTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE TRACK, AND ACROSS THE TRACK FROM A LARGE METAL BUILDING ENCLOSED BY A CHAIN-LINK FENCE.
March 1996 Caltrans Inspection: No visible damage
PID: EW4610 Residual = 5.0 cm Type N
NAME: 37 8
IN MOORPARK, AT THE INTERSECTION OF HIGH STREET AND WALNUT STREET, IN TOP OF A CONCRETE CURB. 13.7 M (44.9 FT) WEST OF THE CENTER OF WALNUT STREET, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF HIGH STREET AND 0.2 M (0.7 FT) ABOVE THE HIGH STREET SURFACE. IN MOORPARK, AT THE INTERSECTION OF WALNUT AND HIGH STREETS, IN THE NORTH CURB OF HIGH STREET, 14.3 M (46.9 FT) WEST OF THE CENTER OF WALNUT STREET, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF HIGH STREET, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE STREETS.
March 1996 Caltrans Inspection: No visible damage
PID: EW6937 Residual = 5.0 cm Type S
NAME: K 1295
0.6 KM (0.35 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 23 IN MOORPARK. 24.0 M (78.7 FT) WEST OF A DERAILING RAILROAD SWITCH, 8.6 M (28.2 FT) NORTH OF THE NEAR RAIL, 4.4 M (14.4FT) SOUTH OF THE SOUTH HEADWALL FOR A CONCRETE BOX CANAL, 1.2 M (3.9FT) BELOW RAILROAD TRACKS AND 0.15 M (0.5 FT) BELOW GROUND SURFACE.
0.6 KM (0.35 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF STATE HIGHWAY 23 IN MOORPARK, 32.1 M (105.3 FT) NORTH OF THE CENTERLINE OF POINDEXTER AVENUE, 23.2 M (76.1 FT) WEST OF THE WEST END OF A RAILROAD SIGNAL CONTROL BOX, 8.6 M (28.2 FT) NORTH OF THE NEAR RAIL, 4.3 M (14.1 FT) SOUTH OF THE SOUTH WALL OF A DITCH, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW5012 Residual = -4.4 cm Type B
NAME: Y 984
2.9 MI E FROM SAUGUS.
2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SAUGUS, 0.3 MILE EAST OF MILEPOLE 448, AT AQUEDUCT UNDERPASS 447.70, IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL, 18.4 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1.5 FEET LOWER THAN THE TRACKS.
2.05 MILES WEST ALONG SOLEDAD CANYON ROAD FROM THE BRIDGE OVER THE SANTA CLARA RIVER, 2.9 MILES EAST OF THE STATION AT SAUGUS,IN TOP OF THE CENTER OF A CONCRETE HEAD WALL FOR THE LOS ANGELES COUNTY AQUEDUCT, UNDER THE RAILROAD, DIRECTLY IN LINE WITH THE CENTER LINE OF THE AQUEDUCT. NOTE- HEADWALL IS COMPLETELY BURIED, DISK IS 4 INCHES UNDERGROUND, 36.8 FT. SOUTHEAST OF SOUTHEAST CURB, SOLEDAD CANYON ROAD, 20.6 FT. EAST OF TELEPHONE POLE, 18.7 FT NORTHWEST OF NORTHWEST RAIL.
3.9 KM (2.40 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF CINEMA AVENUE IN SAUGUS, NEAR THE CENTER OF THE NORTH HEADWALL OF A CULVERT SPANNING THE LOS ANGELES AQUEDUCT, 39.2 M (128.6 FT) WEST OF THE SOUTH LEG OF A SIGN (CANYON COUNTRY CHAMBER OF COMMERCE) , 11.3 M (37.1 FT) SOUTH OF THE SOUTH CURB OF SOLEDAD CANYON ROAD, 5.7 M (18.7 FT) NORTH OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW6899 Residual = -11.6 cm Type S
NAME: M 1296
SAN FERNANDO.
1.6 MILE SOUTHEAST ALONG SAN FERNANDO ROAD FROM ITS JUNCTION WITH I 240 AND I 5, THENCE, 210 FT. NORTHEAST AND ACROSS TRACKS FROM THE JUNCTION OF SAN FERNANDO ROAD AND BLEDSOE STREET, AT THE SOUTH-EAST CORNER OF THE JUNCTION OF BLEDSOE STREET AND A PAVED ROAD RUNNING PARALLEL WITH TRACKS. 51.5 FT. SOUTHEAST OF CENTER LINE OF BELDSOE STREET, 54.5 FT. NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 12.9 FT. SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE LINE AROUND MERLE NORMAN COSMETICS GROUNDS, 3.5 FT. WEST OF A HALF ARCH BRICK RETAINING WALL SUPPORTING THE FENCE, ACCESS HAD THROUGH A PLASTIC CAP FLUSH WITH THE GROUND.
RECOVERED IN GOOD CONDITION. NOTE--THE DISK IS STAMPED M 1296 1977, NOT M 1296 1978.
IN SLYMAR, AT THE INTERSECTION OF SAN FERNANDO ROAD AND BLEDSOE STREET, 64.0 M (210.0 FT) NORTHEAST OF THE CENTER OF THE ROAD, 16.6 M (54.5 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 13.8 M (45.3 FT) SOUTHEAST OF AND LEVEL WITH THE STREET, 1.0 M (3.3 FT) WEST OF A FENCE CORNER WITH A SIGN (MERLE NORMAN COSMETICS) ATTACHED. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
March 1996 Caltrans Inspection: No visible damage
PID: EW7051 Residual = 7.5 cm Type S
NAME: P 1374
0.5 KM (0.3 MI) SOUTH FROM SAUGUS ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT SAUGUS, IN TOP OF AND 0.5 METER (1.5 FT) SOUTH OF THE NORTH END OF A HEADWALL FOR A 60-INCH INDUSTRIAL CULVERT UNDER THE RAILROAD AND SAN FERNANDO ROAD, ON THE EAST EDGE OF THE CLARA RIVER, 48.3 METERS (158.5 FT) WEST ACROSS THE ROAD FROM THE WEST RAIL, 26.8 METERS (88 FT) WEST OF THE CENTER OF THE ROAD. MARK IS ABOVE LEVEL WITH THE ROAD.
1.9 KM (1.20 MI) NORTHWESTERLY ALONG SAN FERNANDO ROAD FROM THE JUNCTION OF SIERRA HIGHWAY IN NEWHALL, THENCE 3.8 KM (2.35 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE RAILROAD AND THE SAN FERNANDO ROAD, 48.3 M (158.5 FT) WEST OF THE NEAR RAIL, 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, 4.9 M (16.1 FT) WEST OF A CHAIN-LINK FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) SOUTH OF A CHAIN-LINK GATE POST.
March 1996 Caltrans Inspection: No visible damage
PID: DY2535 Residual = -11.6 Type N
PID: DY2535
NAME: 93 A
IN LONG BEACH, AT THE INTERSECTION OF CHERRY AVENUE AND WARDLOW ROAD, 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF THE ROAD, 1.3 M (4.3 FT) EAST OF THE NORTHEAST CORNER OF A CATCH BASIN, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
IN LONG BEACH, AT THE INTERSECTION OF WARDLOW ROAD AND CHERRY AVENUE, 13.9 M (45.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 4.0 M (13.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD, 3.6 M (11.8 FT) NORTHWEST OF A SIGNAL LIGHT POLE, 1.2 M (3.9 FT) EAST OF THE NORTHEAST CORNER OF A CATCH BASIN, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH A SIDEWALK.
March 1996 Caltrans Inspection: No visible damage
PID: AA3228 Residual = -9.2 cm Type N
NAME: 5 43
3.0 KM (1.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 14 IN SAN FERNANDO, NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN, 7.6 M (24.9 FT) NORTH OF STREET LIGHT POLE NUMBER 43761, 5.4 M (17.7 FT) SOUTHWEST OF THE FOG LINE OF THE SOUTHBOUND HIGHWAY, 3.4 M (11.2 FT) NORTHEAST OF CALL BOX NUMBER 439, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.
March 1996 Caltrans Inspection: No visible damage.
PID: AA3231 Residual = -11.9 cm Type C
NAME: 5 42.1
5.8 KM (3.60 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY 14 IN SAN FERNANDO, NEAR THE SOUTH CORNER OF THE MOST NORTHWESTERLY OF 3 CONCRETE CATCH BASINS, 12.7 M (41.7 FT) SOUTH OF CALL BOX NUMBER 419 T, 11.0 M (36.1 FT) SOUTHWEST OF THE FOG LINE OF THE SOUTHBOUND AUTOMOBILE LANES OF THE HIGHWAY, 3.0 M (9.8 FT) SOUTHWEST OF THE FOG LINE OF THE SOUTHBOUND TRUCK LANES OF THE HIGHWAY, 1.6 M (5.2 FT) NORTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) SOUTHWEST OF A CURB.
March 1996 Caltrans Inspection: Small cracks in pavement.
PID: AA3234 Residual = -11.9 cm Type N
NAME: 405 47.2
IN MISSION HILLS, AT THE INTERSECTION OF FREEWAY 405 AND SAN FERNANDO MISSION BOULEVARD, NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF 2 UNDERGROUND CABLE JUNCTION BOXES, 68.0 M (223.1 FT) NORTH OF CALL BOX NUMBER 473, 28.5 M (93.5 FT) SOUTH OF THE CENTER OF THE BOULEVARD, 4.8 M (15.7 FT) WEST OF THE FOG LINE OF THE SOUTHBOUND FREEWAY, 0.4 M (1.3 FT) SOUTHWEST OF THE WEST END OF THE SOUTH ABUTMENT OF THE FREEWAY OVERPASS OF THE BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE FREEWAY.
March 1996 Caltrans Inspection: No visible damage.
PID: AA3236 Residual = -10.4 cm Type N
NAME: 405 46.1
IN MISSION HILLS, AT THE INTERSECTION OF FREEWAY 405 AND DEVONSHIRE STREET, NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 230.0 M (754.6 FT) SOUTH OF THE CENTER OF THE STREET, 49.0 M (160.8 FT) NORTH OF THE SOUTH END OF THE MEDIAN BETWEEN THE SOUTHBOUND FREEWAY AND FREEWAY ON-RAMP FROM THE STREET, 2.4 M (7.9 FT) WEST OF THE FREEWAY FOG LINE, 1.4 M (4.6 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE FREEWAY.
March 1996 Caltrans Inspection: No visible damage.
PID: EW4844 Residual = -13.9 Type N
NAME: 04 05510
AT LOS ANGELES. WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 3 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF INDEX STREET. IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND INDEX STREET, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 14.8 M (48.6 FT) NORTH OF THE CENTER OF THE STREET, 7.1 M (23.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 3.1 M (10.2 FT) EAST OF A ROCK COLUMN, AND 1.0 M (3.3 FT) NORTH OF THE SOUTH END OF THE BEGINNING OF THE CURB RETURN NORTH.
PID: AA3256 Residual = 4.1 cm Type C
NAME: 405 40.2
IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 405 AND BURBANK BOULEVARD, 138.5 M (454.4 FT) SOUTH OF THE CENTER OF THE BOULEVARD, 15.3 M (50.2 FT) NORTH-NORTHWEST OF A SIGN (EXIT ARROW) , 15.3 M (50.2 FT) NORTH OF THE NORTH END OF THE SHOULDER BETWEEN THE SOUTHBOUND FREEWAY AND THE OFF-RAMP LEADING TO THE BOULEVARD, 12.3 M (40.4 FT) NORTH-NORTHWEST OF A SIGN (EXIT ARROW) , 11.8 M (38.7 FT) WEST OF THE CENTER OF THE RAMP, 3.1 M (10.2 FT) EAST OF THE FREEWAY FOG LINE, 0.8 M (2.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF THE EAST EDGE OF SHOULDER, DISK ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY AND RECESSED 0.01 M (0.03 FT) BELOW LEVEL OF SHOULDER.
March 1996 Caltrans Inspection: No visible damage.
U.S. Department of the Interior |
U.S. Geological Survey
URL: http://pubsdata.usgs.gov/pubs/of/1996/0517/fema/html/FEMA-APPENDIX.html
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