Laserfiche WebLink
C3 <br />CIVIL DETAILS <br />SCE ID:00002141204 <br />CITY OF SANTA ANA <br />CORPORATE YARD <br />220 S DAISY AVE <br />SANTA ANA, CA 92703 <br />SOUTHERN CALIFORNIA EDISON CO. <br />CHARGE READY PROGRAM <br />2244 WALNUT GROVE AVENUE <br />ROSEMEAD, CA 91770 <br />TEL: (800) 665-4555 <br />S8 <br />GG <br />MW <br />02/17/26 <br />07/08/25HLSP/SLD <br />877.706.6858 www.NV5.com <br />12/04/2550% CONSTRUCTION DOCUMENTS <br />02/17/26100% CONSTRUCTION DOCUMENTS <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />T <br />O <br />P <br />OF <br /> <br />H <br />I <br />G <br />H <br />E <br />S <br />T <br /> <br />C <br />O <br />N <br />D <br />U <br />I <br />T <br />95% <br />COMPACTED <br />NATIVE <br />BACKFILL <br />NOTE: <br />1.ALL PATCHES TO PEDESTRIAN SURFACES SHALL COMPLY WITH <br />11B-302.1 AND 11B-303, TYP. <br />18" <br />36" <br />2" <br />3" <br />2"3" <br />YELLOW PLASTIC WARNING <br />TAPE TO BE REQUIRED <br />ABOVE AND ALONG ENTIRE <br />LENGTH OF DUCT BANK. <br />SEE ELECTRICAL PLANS <br />FOR CONDUIT SIZE, TYPE, <br />AND WIRING <br />REPLACE TOP <br />SURFACE IN KIND, <br />RECOMPACT SOIL <br />TO 90% <br />12 <br />" <br />NO SCALETRENCH AND PAVEMENT RESURFACING 1 <br />3" <br />(TYP) <br />FINISHED GRADE <br />3/4" CHAMFER (TYP) <br />#5 @ 12" O.C. BOTH <br />WAYS CENTERED IN SLAB <br />8" <br />4" <br /> <br />M <br />I <br />N <br />15'-0" x 4'-0" <br />12 <br />" <br />95% MINIMUM RELATIVE COMPACTED NATIVE <br />BACKFILL PER ASTM D1557. OVER EXCAVATE <br />12" AND RECOMPACT 95% <br />CONCRETE <br />NOTE: <br />1.INSTALL ANCHORAGE TO SECURE EQUIPMENT PER E1 AND TYPICAL EQUIPMENT <br />ANCHORAGE DETAIL. <br />2.MAXIMUM ENCLOSURE WEIGHT=2.000 LB. ENCLOSURE WEIGHT INCLUDES SWITCHBOARD, <br />TRANSFORMER, AND DISTRIBUTION BOARD WEIGHTS. <br />3" <br /> <br />C <br />L <br />R <br />CONCRETE PAD DETAIL NO SCALE 2 <br />NO SCALETYPICAL EQUIPMENT ANCHORAGE DETAIL 4 <br />SWITCHGEAR - EACH MODULE <br />6" MIN <br />EDGE DISTANCE (TYP) <br />6" MIN <br />EDGE DISTANCE (TYP) <br />EQUIPMENT BASE <br />1/2" DIAMETER SS 304/316 HILTI KWIK BOLT <br />TZ EXPANSION ANCHOR WITH MINIMUM <br />NOMINAL EMBEDMENT OF 2 1/2" <br />REFER TO MANUFACTURER DWGS FOR <br />ANCHOR ARRANGEMENT AND QUANTITY. <br />CONCRETE SLAB <br />TRANSFORMER <br />EQUIPMENT BASE <br />1/2" DIAMETER SS 304/316 HILTI KWIK BOLT <br />TZ EXPANSION ANCHOR WITH MINIMUM <br />NOMINAL EMBEDMENT OF 2 1/2" <br />CONCRETE SLAB <br />NO SCALECONCRETE WHEEL STOP 3 <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br />1 <br />*CONCRETE TO TEST AT <br />3000 PSI AT 28 DAYS <br />FILL HOLE WITH <br />NON-SHRINK GROUT <br />PRECAST CONC <br />WHEEL STOP <br />#3 BARS <br />PROPOSED <br />AC PVMT <br />1" <br />1" <br />#6 x 30" BAR AT <br />EACH END <br />6" <br />2.5" <br />2" <br />6" <br />72" <br />26 <br />SIGNED: 02/17/2026