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YARD SURFACE A4 BARS 18' O.C. <br />PATCH AS REO. EACH WAY <br />9 <br />0 L 4% IM M'D®8 DIMROL <br />AT ASPHALT YARD ONLY <br />1/2' JOINT FILLER (EXP) A4 BARS B 18' D.C. <br />EACH WAY <br />CONCRETE YARD SURFACE <br />9. <br />2' x I' -b' EDOWELS <br />3 — �,• 6• <br />B 24' O.C. GREASED DOWELS <br />TYPICAL AT CONC. TO CONC. <br />i� 2 0LAD CD0C MUM � <br />� 3/16' LOOPED <br />1RD5 BY 'MORGAN <br />1ER5' <br />f ALL BARRIER P05TS <br />SURFACE <br />DNCPETE FOOTING <br />4 rIAPD P'A`ST DETAIL <br />PORTLAND CEMENT - TYPE 11, A57M C - 150 <br />CONCRETE: AGGREGATE - -A5TM C - 33 <br />WATER - WELL OR CITY MAIN <br />ADMIXTURES - ONLY AS APPROVED BY ENGINEER <br />READY MIX - A5TM C - 94 <br />ITEM PSI (28d) MIN. CEN. 5/Y W/C RATIO G/S MAX AGG. <br />FOOTINGS 21500 5 7 1/2 1 1/2 <br />/SLAB <br />REINFORCING STEEL <br />1. INTERMIDIATE GRADE DEFORMED BARS - ASTM A -615 - <br />GRADE 40 SPACE I 1/2d MIN LAP SPLICES 36d AT <br />CRITICAL POINTS AND 24d OR l2' MIN OTHERWISE <br />2. WELDED WIRE FABRIC - ASIR A-185 LAP 1 1/2 <br />TIMES SPACING OF MEMEBERS LAPPED <br />u <br />EMCO WHEATON A1004-010 <br />DESIGN <br />CONTAINMENT MANHOLE <br />DFAION('0N LTANq ('IIN3IAUCHUNMANA0P.MPNI <br />INVIAl7MFN7Al. APAVICFA- <br />LIQUID TIGHT FILL <br />i <br />BOXES -TYP OF 3 <br />J <br />to <br />IJ <br />TANK SLAB <br />I� <br />NEM,�»i!>a.1. 20,000 <br />GALLON <br />UNDERGROUND FUEL STORAGE <br />TANK <br />W <br />I> <br />EMCO WHEATON A1004-010 <br />DESIGN <br />CONTAINMENT MANHOLE <br />DFAION('0N LTANq ('IIN3IAUCHUNMANA0P.MPNI <br />INVIAl7MFN7Al. APAVICFA- <br />LIQUID TIGHT FILL <br />ms" (109)152.0170 n. (209)151-3011 <br />BOXES -TYP OF 3 <br />'CI-10MAS <br />8' THICK CONCRETE <br />ENGINEERING <br />TANK SLAB <br />MODESTO, CA 95355 <br />NEM,�»i!>a.1. 20,000 <br />GALLON <br />UNDERGROUND FUEL STORAGE <br />TANK <br />(SHOWN DASHED) TYPICAL OF <br />2 <br />44 BAR @ 18' O.C. <br />Date <br />EACH WAY <br />Coe,wm 4• <br />36' SEALED MANHOLE <br />(WATERTIGHT) <br />TYPICAL OF 3 <br />fbme v llp <br />16' SEALED MANHOLE <br />TYPICAL OF 3 <br />-� I 1. ALL COVERS. GASKETS AND SEALS TO BE IN PLACE <br />AND WATER TIGHT <br />�-----� W <br />m m 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH, <br />O O <br />F—I 3. UPPER STEEL REBAR SHALL BE INSTALLED WITH 4- IDOBEI. <br />W <br />z � <br />LLJ <br />W a W I <br />If I <br />dIz JO Za 2Ia a < -D <br />IZ Ll- �Ja <br />>i > CL- Q <br />SLOPE ALL CONCRETE AROUND ALL <br />MANHOLES i" RISE OVER 12" RUN <br />C�OC�OREIrE Odd n [2EE N F0[209aC PL IH <br />( @ 20,000 GALLON TANKS ) <br />MELENDEZ <br />A <br />DESIGN <br />GROUP <br />DFAION('0N LTANq ('IIN3IAUCHUNMANA0P.MPNI <br />INVIAl7MFN7Al. APAVICFA- <br />70H 110011SUN AVP.N11F P 0 BOX 471141 <br />II001150M.CA95)ll w RfflAl0.1'AN.UI <br />ms" (109)152.0170 n. (209)151-3011 <br />ENGINEER: <br />'CI-10MAS <br />MOC1lIGUKI <br />ENGINEERING <br />2909LAKAND DRIVE <br />MODESTO, CA 95355 <br />(209)529.4452 <br />CONTRACTOR: <br />SHEET TITL <br />P DUD A 11 Oh <br />Ah <br />REVISIONS <br />No. <br />Date <br />By <br />Coe,wm 4• <br />EL <br />I <br />.,a <br />DRAWIN05 PREPARED FORT <br />t.. <br />,PACIFIC <br />CAR WASH <br />1405 Pacific Avenues' <br />Stockton, Ca 9520/ <br />(209) 478-5504 <br />DRAWN BY R14 ; :I°, <br />SHEET <br />S�cch <br />EKED DY 4Ay ,`:;J'at. i4t(J( <br />J <br />DATE Al—le <br />SCALE N $ ALEP:O, 3v3e <br />JOB q, �7Xp. — � <br />OF, VNY <br />r 1 <br />