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GARDENA QUAD
LOS ANGELES COUNTYPUBLIC WORKS
BENCHMARKS
2013 ADJUSTMENT2013 BASELINE
NAVD 88 DATUM FOOT/METER
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PREFACE The Department of Public Works level net is composed of more than 1,700 miles or 2720 kilometers of levels supporting in excess of 9,000 benchmarks. Previously when a major readjustment of the net was undertaken, to emphasize the complete break with previous elevations, the CY, CG, and CL, series benchmarks were re-labeled DY, DG, and DL, respectively. Beginning in 1993 the Baseline readjustment year will be indicated on Baseline BM’s, as indicated below (*). Henceforth all BM numbers will be labeled as a Y, G, or L series that will no longer indicate the major adjustment year. To facilitate the adjustment, indexing and distribution of the adjusted values of the net, the county territory was divided into 33 quads or areas. For the identification purposes each quad was given a name (i.e. “Rosemead”,” La Mirada”, and “Santa Fe”…etc). When benchmarks and elevations in the quad are used, the name of the bench and quad must be stated in the description, i.e.: (*) BASELINE 90.057 L&BR IN CTR OF CB RET @ NE COR Y 9191 (1990) 295.461 LA HABRA BLVD & VALLEY HOME AVE
It is expected that this general adjustment will for the most part remain sound for 8 to 10 years. Updating constrained adjustments will continue in the future. When a quad is readjusted, new elevations will be published and the date of readjustment will be noted in the benchmark description. Two benchmarks with different adjustment dates will not normally agree with each other. The basic accuracy of the net is reflected by an indicated field probable error of ± 0.017 feet per mile (4mm per kilometer) of leveling as determined from conditions of closure. However, many years of experience in vertical control in the greater Los Angeles basin and Antelope Valley indicates that because of varying degrees of subsidence and heaving, the true datum is recovered only by obtaining substantial agreement of a number of benchmarks. The users of this network of benchmarks are invited to assist in its maintenance by notifying this department of cases of obliteration, apparent mistakes in descriptions or elevations, and the disturbance of benchmarks.
Datum: North American Vertical Datum of 1988 (NAVD88) Note: NAVD 1988 minus approximately 2.3 feet (70 cm) equals NGVD 1929 Datum. For more accurate equations at individual benchmarks refer to previous publications.
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Abbreviations used in Benchmark Descriptions
Abbreviations Descriptions Abbreviations Descriptions ABUT Abutment LT Lead and Tack ALG Along LACE Los Angeles City Engineer ANG PT Angle Point LACS La County Engineer B/W Back of Walk LAFC La County Flood Control BCR Begin Curb Return L&BN Lead and Bench Nail BC Begin Curve L&BR Lead and Brad BLDG Building L&N Lead and Nail BM Benchmark L&SPK Lead and Spike BT SPK Boat or Bolt Spike L&T Lead and Tack BR CAP Brass Cap Monument MCR Middle Curb Return C B Catch Basin MKD Marked CTR Center MC Middle Curve C/L Centerline MON Monument C/L INT Centerline Intersection N/O North of C/L PROD Centerline Produced NR Near CONC Concrete OPP Opposite COR Corner PI Point of Intersection COE Corps of Engineers PK&W PK Nail and Washer CULV Culvert P/L Property Line CYN Canyon POST Point on Simi-Tangent CB Curb PP Power Pole CS MON Co. Eng. Monument PVMT Pavement CT SPK Cut Spike PROD Produced DPW Dept of Public Works RD Road DR Driveway RDBM Road Dept Benchmark E/O East of RDBM TAG Road Dept Benchmark Tag ECR End Curb Return RR Railroad EC End Curve R/W Right of Way ENT Entrance SDMH Storm Drain Manhole FL Flow line SMH Sewer Manhole FTG Footing SPK Spike FRWY Freeway ST&W Spike Tin and Washer F/W Front of Walk S/O South of GAR Garage TP Telephone Pole HDWL Head Wall USC&GS US Coast and Geodetic
Survey HSE House USGS US Geological Survey HWY Highway WK Walk INT Intersection W/O West of IP Iron Pipe
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