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BACKFILL AND COMPACT <br /> TRENCH AFTER PLACING PIPE E) <br /> 4d :5#5, 6d, 3" MIN <br /> 2.5" MIN_ >_#6, 12d = FOOTING DIMENSIONS AND APEX <br /> REINFORCING PER PLAN. ARCHITECTURE <br /> fll.� l.r fl <br /> 845 S. Commerce Street <br /> Stockton, CA. 95206 <br /> 180'- HOOK ---- -_<#5, 4d_ (209) 662-4874 <br /> - >_#6, 6d apexpIanning@hotmai1.com <br /> 6d <br /> 3" MIN 900- HOOK <br /> 1 Steven Anthony Torres II <br /> 1 _ Architect # C32553 <br /> DO NOT PLACE PIPES <br /> 135'- HOOK BELOW THIS LINE <br /> PIPE PARALLEL TO FOOTING PROPERTY OWNER <br /> n STANDARD STIRRUP HOOK <br /> SRI GOPI <br /> 1605 S. EL DORADO ST <br /> FOOTING DIMENSIONS AND STOCKTON, CA. 95206 <br /> REINFORCING PER PLAN. <br /> 12d <br /> 4d_ <br /> R <br /> 2.5" MIN <br /> C 55 <br /> an. 31 11 t <br /> oC <br /> #9-11, 8d O <br /> #14-18, 10d �� 1 <br /> CLR DIMENSION SHALL BE G <br /> GREATER THAN 'd' BUT 4 <br /> NOT LESS THAN 4". <br /> 1800- HOOK 900- HOOK o[ — STEEL PIPE SLEEVE <br /> v - OR COMPRESSIBLE <br /> WRAP <br /> 5' STANDARD REBAR HOOK CONCRETE FILL WITH <br /> SAME PROPERTIES AS <br /> FOOTING. <br /> PIPE UNDER FOOTING <br /> EL DORADO GAS <br /> U- STATION <br /> vUj <br /> ER PANEL, Ir FOOTING DIMENSIONS AND IMPROVEMENT <br /> COOLSEE ARCH < "' O REINFORCING PER PLAN. <br /> 1605 S. EL DORADO STREET <br /> > - Stockton, CA. 95206 <br /> O CLR STRUCTURAL <br /> 0'- 1 1/2" -0'- 1 1/2" LIVINGSTON ENGINEERING <br /> 18 GAUGE TRACK >_ 404 SUNSET DRIVE <br /> W/#12 SCREWS AT > CONCRETE RROSEVILLE, CA 95678 <br /> 12" O.C. - (760) 458-6449 <br /> PIPE carterlivingstonl@gmail.com <br /> SLEEVE/WRAP ENGINEER: CARTER LIVINGSTON <br /> AL <br /> PIPE <br /> FN <br /> PIPE THROUGH FOOTING Qo� P. u��Ns%`c� <br /> 3/8" O KB-TZ x 2" EMBED AT <br /> -I — 16" O.C. , STAGGER SIDES <br /> TYPICAL PIPE AT FOOTING C c88841 <br /> U 1" = 1'-0" s�qT civiv <br /> COOLER PANEL TO FLOOR SLAB FOF cA\-\F <br /> 6 <br /> 6" EPDXY EMBED <br /> i <br /> ROUGHEN INTERFACE TO 1/4" AMPLITUDE <br /> #4 CONT AT 24° O.C. PLAN REVIEW ACCEPTANCE <br /> #4 DOWEL AT 24" O.C. <br /> Aug 04 2020 <br /> • <br /> WEST COAST CODE CONSULTANTS <br /> LAP 2' -0" <br /> MIN <br /> (E) SLAB NEW CONCRETE TYPICAL <br /> CONCRETE <br /> DETAILS <br /> TYPICAL PIPE AT FOOTING Copy 1 <br /> 1 . = 1'-0" <br /> H L <br /> L <br /> 4 A4 <br /> - - ° dp _ <br /> da <br /> - - _d-. _ - _ d - <br /> 4 L APEX 08-32 <br /> THESE PLANS ARE SUBJECT �� PROJECT: <br /> d <br /> TO FIELD APPROVAL DATE 6-26-2020 <br /> AT CONCRETE WALLS, <br /> PROVIDE CONT VERT BAR AT <br /> IF THESE PLANS ARE NOT ON THE JOB INSIDE CORNER OF REBAR <br /> BENDS <br /> SITE NO INSPECTIONS WILL BE MADE L ' 8 `° REV.# DATE ISSUED DESCRIPTION <br /> J A 6-12-2020 field change 1 <br /> 4'REV ' d H = STANDARD HOOK <br /> - L= STANDARD LAP= 1 <br /> L <br /> H <br /> CITY OF STOCKTON CONCRETE REINFORCING CORNERS S6 <br /> 3 <br /> APPROVED PLANS 1 r, = 1 r_0.. <br /> By:dhenry Date:08/06/2020 <br /> Copyright APEX <br />