Laserfiche WebLink
ONLY <br />EV CHARGING <br />NO PARKING <br />13' (MIN)12' (MIN)9' (MIN) <br />18 <br />' <br /> <br />( <br />M <br />I <br />N <br />) <br />6" <br />6"6" <br />2' <br /> <br />( <br />M <br />I <br />N <br />) <br />2' <br /> <br />( <br />M <br />I <br />N <br />) <br />MAXIMUM OF 2% SURFACE <br />SLOPE IN ALL DIRECTIONS <br />AT ACCESSIBLE STALLS <br />AND ACCESS AISLES PER <br />CBC 11B-812 (TYP) <br />PAINT 4" WIDE WHITE <br />PERIMETER LINE WITH 4" <br />WIDE WHITE DIAGONAL <br />LINES AT 3' ON CENTER <br />PAINT 4" WIDE <br />WHITE STRIPE <br />(TYP) <br />PAINT 12" HIGH WHITE <br />"EV CHARGING ONLY" <br />WORDING <br />PAINT 12" HIGH WHITE "NO <br />PARKING" WORDING <br />NOTES: <br />1.ACCESSIBLE EV CHARGING STALLS TO COMPLY WITH CBC 11B-812. <br />2.ACCESSIBLE EV CHARGING STALLS SHALL BE MARKED PER CBC 11B-812.9. <br />3' (T <br />Y <br />P <br />) <br />ONLY <br />EV CHARGING <br />4" <br />6" (MIN) CONCRETE <br />ENCASEMENT <br />IN STABLE SOIL <br />12" (MIN) CONCRETE <br />ENCASEMENT <br />IN SANDY OR <br />UNSTABLE SOIL <br />2' <br />- <br />6 <br />" <br />2' <br />- <br />6 <br />" <br />5' <br />4" GALVANIZED STEEL PIPE <br />(1/4-INCH MINIMUM WALL) <br />FILLED WITH CONCRETE <br />CONCRETE CAP <br />FINISHED <br />GRADE <br />NOTES: <br />1.METERS LOCATED ON A WALL ADJACENT TO ANY PARKING AREA, OR AREA ACCESSIBLE TO <br />VEHICULAR TRAFFIC, SHALL BE PROTECTED BY NON-REMOVABLE BARRIERS. WHEEL STOPS <br />AND REMOVABLE BARRIERS ARE NOT ACCEPTABLE SUBSTITUTES. MAINTAIN A MINIMUM OF <br />THREE FEET OF CLEAR AND LEVEL WORKING SPACE IN FRONT OF ALL THE SERVICE <br />EQUIPMENT ENCLOSURES. BARRIERS MUST BE SO POSITIONED AS TO ALLOW ALL SERVICE <br />EQUIPMENT DOORS/PANELS TO BE OPENED 90 DEGREES. <br />2.BARRIERS MUST BE INSTALLED IN LINE WITH EACH END OF THE SERVICE EQUIPMENT TO <br />PREVENT VEHICLE CONTACT. THE DISTANCE BETWEEN BARRIERS SHALL NOT EXCEED 4'-6". <br />NON-REMOVABLE BARRIER POST <br />SECTION A-A <br />PLAN VIEW <br />A <br />A 2' <br />( <br />M <br />I <br />N <br />) <br /> <br />- <br /> <br />3 <br />' <br />( <br />M <br />A <br />X <br />) <br />3'(MIN) - 4'(MAX) <br />6"9"9" <br />2 EACH 5/8" HOLE <br />FOR 1/2" REBAR <br />21 <br />2" <br />5" <br />( <br />M <br />I <br />N <br />) <br />512"( <br />M <br />A <br />X <br />) <br />212"12 <br />" <br />71 <br />2"(MIN) <br />8"(MAX) <br />PRECAST CONCRETE <br />WHEELSTOP <br />1/2" RADIUS <br />CORNER (TYP) <br />1/2"X12" REBAR ANCHOR <br />EMBEDDED INTO <br />PAVEMENT <br />FINISHED <br />SURFACE <br />PRECAST CONCRETE <br />WHEELSTOP <br />FACE OF CURB OR EDGE OF SIDEWALK <br />PARKING STALL STRIPE <br />WIDTH VARIES <br />(SEE PLANS) <br />3" <br />(TYP) <br />6" <br />6" <br />#4 @ 12" O.C. <br />BOTH WAYS <br />FINISHED SURFACE CONCRETE CURB, WHEN <br />APPLICABLE, SEE PLAN <br />COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM <br />95% RELATIVE COMPACTION PER ASTM D1557 <br />6"3"CLR. <br />1 <br />2" RADIUS <br />IN PLANTER <br />AREAS = 3" <br />EQUIPMENT CONCRETE PAD MINIMUM CONCRETE <br />COMPRESSIVE STRENGTH OF 2,500 PSI REQUIRED <br />FINISHED CONCRETE <br />OR GROUND SURFACE <br />2" SCH. 40 GALV. STEEL POST <br />ADD VAN SIGN WHEN SHOWN <br />ON PLANS, BLUE FIELD, 1/2" <br />WHITE BORDER, AND 1" WHITE <br />LETTERS, ALL OF REFLECTIVE <br />SHEETING. SEE NOTE BELOW <br />18 GA STEEL WITH FIELD OF BLUE, <br />1/2" WHITE BORDER, AND WHITE <br />ACCESSIBLE SYMBOL, ALL OF <br />REFLECTIVE SHEETING <br />FASTENER: 1/4" DIA. HEX. BOLT W/ <br />LOCK WASHER 1-1/2" FROM TOP <br />AND BOTTOM OF SIGN <br />GALV. <br />STEEL POST <br />CAP <br />CONCRETE <br />NOTE: <br />AS AN ALTERNATE, A <br />SINGLE SIGN INCLUDING <br />LEGEND AS SHOWN AT <br />RIGHT MAY BE USED. <br />1" HIGH WHITE <br />LETTERS, ALL <br />REFLECTIVE <br />SHEETING <br />12" <br />12 <br />" <br />7" <br />4" <br />6' <br />- <br />8 <br />" <br /> <br />( <br />M <br />I <br />N <br />) <br />CL <br />E <br />A <br />R <br />3' <br /> <br />( <br />M <br />I <br />N <br />) <br />3" <br />8" <br />4"12" <br />14 <br />" <br />WRAP DOWEL BAR WITH <br />PAPER AND APPLY BOND <br />BREAKER <br />4" <br />18" <br />SIMPSON SET-XP HIGH-STRENGTH <br />ANCHORING ADHESIVE (ICC ESR-2508) <br />EXISTING CONCRETE CURB PROPOSED CONCRETE <br />CURB <br />SECTION A-A <br />12 <br />" <br />10" <br />6" <br />VARIES, (SEE PLAN) <br />FINISHED <br />GRADE <br />CONCRETE <br />1/2" RADIUS <br />IN PLANTER AREAS = 2" <br />IN TURF SOD AREAS = 1/2" <br />IN TURF SEED AREAS = 0" <br />#4 SMOOTH DOWEL <br />SEE SECTION A-A. <br />A <br />A <br />#4 CONT., TYP <br />1'-6" <br />B22SH-120GLV <br />UNISTRUT (TYP) <br />PLAN VIEW <br />AA <br />SECTION A-A <br />EATON B2016 <br />PIPE CLAMP <br />PROVIDE GALVANIZED <br />3-1/2" POST CAP FITTING <br />SECURED TO POST <br />3-1/2" GALVANIZED <br />STEEL POST <br />B22SH-120GLV <br />UNISTRUT (TYP) <br />EXISTING <br />SURFACE <br />CLASS "B" CONCRETE <br />FOOTING <br />1'-6" <br />3' <br />- <br />6 <br />" <br />3" <br />(C <br />L <br />R <br />) <br />Date Signed: <br />06-17-2025 SHEETSOF <br />SHEET NO. <br />SCALE AS NOTED <br />DATE: <br />CH. BY: <br />DR. BY: <br />REF. & REV. <br />CONSULTANT <br />06-17-2025 12 <br />CR <br />GSKAISER FOUNDATION HEALTH PLAN <br />CHARGE READY PROGRAM <br />SOUTHERN CALIFORNIA EDISON <br />Dr <br />a <br />w <br />i <br />n <br />g <br />: <br /> <br />P: <br />\ <br />2 <br />2 <br />1 <br />\ <br />2 <br />2 <br />1 <br />- <br />0 <br />2 <br />2 <br />3 <br />\ <br />S <br />i <br />t <br />e <br />\ <br />0 <br />0 <br />0 <br />0 <br />2 <br />1 <br />1 <br />2 <br />3 <br />0 <br />9 <br />_ <br />K <br />F <br />H <br />P <br />\ <br />C <br />D <br /> <br />P <br />h <br />a <br />s <br />e <br />\ <br />P <br />r <br />o <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />21 <br />1 <br />2 <br />3 <br />0 <br />9 <br />_ <br />K <br />F <br />H <br />P <br />_ <br />d <br />t <br />0 <br />1 <br />. <br />d <br />w <br />g <br />; <br />La <br />y <br />o <br />u <br />t <br />1 <br /> - <br /> <br />BC <br />F <br />. <br />c <br />t <br />b <br />Pl <br />o <br />t <br /> <br />b <br />y <br />: <br /> <br />dp <br />a <br />r <br />t <br />i <br />d <br />a <br /> <br /> <br />Oc <br />t <br /> <br />2 <br />3 <br />, <br /> <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />- <br /> <br />1 <br />: <br />5 <br />6 <br />p <br />m <br />00002112309PROJECT LOCATION: 3401 S HARBOR BLVD., SANTA ANA, CA 92704 <br />5 <br />DETAILS <br />C4.0 <br />A <br />C4.0 <br />ACCESSBILE EV CHARGING STALLS <br />NOT TO SCALE <br />B <br />C4.0 <br />SERVICE EQUIPMENT BOLLARD <br />NOT TO SCALE <br />C <br />C4.0 <br />CONCRETE WHEELSTOP <br />NOT TO SCALE <br />D <br />C4.0 <br />EQUIPMENT PAD <br />NOT TO SCALE <br />F <br />C4.0 <br />ACCESSBILE CHARGING SIGN <br />NOT TO SCALE <br />E <br />C4.0 <br />CONCRETE CURB <br />NOT TO SCALE <br />G <br />C4.0 <br />FIXED POST FOR <br />EQUIPMENT MOUNTING <br />NOT TO SCALE