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CONSTRUCTION NOTES:1.MINIMUM COVER FOR STRUCTURE IS 30” BELOW GUTTER FLOW LINE OR 36” BELOW EXISTING GRADE, WHICH EVER IS GREATER.2.ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED.3.ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE 2014 WORK AREA TRAFFIC CONTROL HANDBOOK AND CALIFORNIA M.U.T.C.D.4.CONSTRUCTION TO ULILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP’S) AS REQUIRED TO ENSURE COMPLIANCE WITH THE SBC POLICY LETTER ISSUED FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPP) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED 1990 AS MODIFIED BY THE PHASE II RULE, IN 1999.NOT TO SCALENEXCAVATION DATAN/A18’X1’ =18 SQ FTOWNERASPHALTCONCRETEDIRTN/ASAN JOAQUINCOUNTYTO EXCAVATE & PLACE (1) 3-ELECTRODE GROUND BED IN DIRT @ POLE LOC 23 (37°44'34.2"N 121°21'42.7"W)GEO/CO: U8E6PHONE: 559-454-3826TYPE OF CONST:PL GND BEDJOB NO: A01SA75DWG 1 OF 846L CONSTRUCTION NOTES:1. EXCAVATE & PLACE 3-ELECTRODE GROUND BED IN DIRT @ LOC 23.2. GROUND BEDS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL/PARALLEL SEPARATION OF 5 FT FROM EXISTING WATER FACILITIES.POLE LOC 23DIG ALERTBEFORE EXCAVATING CALLU.G. SERVICE ALERT1-800-227-2600CALL 2 FULL WORKING DAYS IN ADVANCELOVELY RD2’8’8’CL1,104’