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6" CONIC. DRIVE SLAB <br /> 3/4 GREASED SMOOTH EXPANSION JOINT W TYP. REINFORCING: 1 1 /2" OR 1 /4 TOOLED TO 1 /4" <br /> 3/4" 0 GREASED SMOOTH " <br /> / 6"x 6"–#10/10 SLAB DEPTH [— TOOLED <br /> IF PLASTIC <br /> SEALANT <br /> DOWEL @ 12 O.C.--�- PULL DOWEL © 12" O.C. - PULL PETROLEUM RESISTANT <br /> OUT 1 " BEFORE REMOVING TOOLED JOINT OUT 1 " BEFORE REMOVING MATERIAL WELDED WIRE MESH FILL WITH 1 /4» INSERT IS NOT <br /> 4 <br /> HEADER HEADER <br /> _ <br /> 3/4" 1 /2" SLAB TYP, YARD SURFACE USED <br /> REINF. CONIC. REINF, CONIC, <br /> SLAB TYP, o <br /> a <br /> 10 po <br /> CO Q b' <br /> _ REINFORCING <br /> 12" 12„ CONTINUES <br /> ACROSS JOINT <br /> D1 TYP. KEYED EXPANSION JOINT SCALE:-00 D2. TYPICAL_ EXPANSION JOINT SCALE: D3 CANOPY DRIVE SLAB SCALE: D4 SCALE; <br /> TYPICAL CONTROL JOINT <br /> NOT TO SCALE: <br /> 1/2"-1'-0•' <br /> TOOLED 1 " R AD. <br /> AT EDGE 6:, <br /> 1 /2"THK. EXPAN- <br /> SION JOINT W/PET– <br /> ROLEUM RESISTANT <br /> SEALER <br /> Q0 <br /> �o0 ' ,y <br /> Q <br /> — <br /> Q r <br /> I I <br /> !i O <br /> I I I-�Pl 1 I I�f 11- <br /> CONC, SLAB OR _�=I <br /> A/C PAVING FQ EQ. -IIIA-;III= <br /> 2–#3 CONT, REBARS <br /> NOTE. CONTROL JOINTS SHOULD BE <br /> PLACED EVERY 20 FT. IN PLAN FER CURBS, <br /> NEW IMPORTED TOPSOIL-NATURAL, FERTILE, AGRICULTURAL SOIL <br /> TYPICAL OF LOCALITY, CAPABLE OF SUSTAINING VIGOROUS PLANT <br /> GROWTH FROM WELL DRAINED SITE FREE OF FLOODING, NOT LESS <br /> THAN 8% ORGANIC MATTER & PH VALUE OF 6.5 TO 7.0, FREE <br /> FROM SUBSOIL, SLAG, CLAY, STONES, LUMPS, LIVE PLANTS, ROOTS, <br /> STICKS, NOXIOUS WEEDS & FOREIGN MATTER, <br /> CAL <br /> D5 CONCRETE PLANTER CUSCALE: <br /> RB <br /> REVISIONS <br /> NO. DATE BY COMMENTS <br /> APPROVALS SHELL OIL COMPANY <br /> AREA ENGINEERING MANAGER DATE HOUSTON, TEXAS <br /> DISTRICT MANAGER DATE - Site Details <br /> DISTRIBUTION MANAGER DATE <br /> CONSTRUCTION/DISTRICT ENGINEER DATE 3011 BENJAMIN DOLT DR. & WESTSIDE FRWY. <br /> STOCKTON, CALIFORNIA <br /> PLANS PREPARED BY: <br /> 3 EMINERRING SCALE: AS NOTED DRAWING # SD--1 d <br /> 1243 ALPINE ROAD, SUITE 109 DATE' 10 15 99 WIC # 244-7524--4444 <br /> WALNUT CREEK, CALIFORNIA 94596 DWN. BY: RV <br /> 00 <br /> PHONE: 925-933-0578 FAX: 925-933-0588 CHKD. BY: SHEET <br /> © EQUILON ENTERPRISES LLC, ALL RIGHTS RESERVED 1999. <br />