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LEX <br /> COFFROTH <br /> 8c <br /> K <br /> o (� <br /> ASSOC . <br /> F. 1 MANHOLE <br /> LAI <br /> LI g , _5,_v_ ,•_� __ ARCHITECTS 8c <br /> V)I ?1 �yy C� 5'-d _ _ ADDITIONAL--. - ADDITIONAL PLANNERS <br /> '1 I•< ADDITIONAL-~ REINFORCEMENT L REINFORCEMENT <br /> REINFORCEMENT I4 <br /> x <br /> n) z �dI _3'=0g- g W ( Oy:; 21 15 J STREET, SUf(E 213 <br /> rE I <br /> n to f (Mp ) SACRAMENTO, CA 85816 <br /> - .-r -- (- -•.. mr r'--1•-T - <br /> :Li <br /> 916.443.2560 <br /> a A . .. r— r— -'� FAX 916.448.6583 <br /> —I f i�- <br /> �) 1995 LFX COFFROTH & ASSOCIATES <br /> i II-~I I <br /> IiITPLANS MAY NOT BE REVISED, COPIED, OR <br /> O CONCRETE TANK SLAB SE ( ION REUSED WITHOUT PRIOR WRITTEN PERMISSION <br /> OF LEX COFFROTH, ARCHITECT. <br /> /{ BARS O IB <br /> 1 ' O.C. <br /> EACH WAY. <br /> 5 <br /> YARD SURFACE {4 BARS O id' O.C. I 3' CLEAR (TYPICAL) <br /> EACH WAY. <br /> -- - -{4 BAR O 1B' O.C. <br /> _ _AAAA <br /> --_..� _ — — •�= _ EACH WAY. <br /> 12 4 • _ �. SLAB REINFORCING DETAIL . <br /> G " — INT MANHOLE---�-��1 S 1--1'-0' <br /> — <br /> (SECU.REO) ` _ _ _ _ <br /> ---3F)' 0 MANHOLE <br /> T I- _. <br /> 36' MVLTT-PORT — _ u <br /> MANHOLE -----EXTRA FULL LENSAT <br /> BAR i0 COMPENSATE - - <br /> - -- — — -- --- FOR INTERRUPTED BAR TOOLED TO i/4' <br /> O TIC <br /> SLAB EDGE DETAIL 5 - — — - - — (,�PI�AL, ,,' INDICT IS NOTPLAUSED -- ---- <br /> ASPI -"—Y '—SCAU: 1' 1 '!F— IN$CRi t$ NOT USED <br /> UNL <br /> _.—_1 1/Y OR 1/4 SLAB DEPTH <br /> _- - FILL WIT)l SEALANT <br /> ^ oti, <br /> ._ GS REINFORCING CONTINUESACROSS JKAN1 SITE iMPROVEMENfS AND 5/18/95 <br /> )' CLYAR (71'PICAI)---- TTI tlU1LDING SHELL SUDMiTTAI <br /> REVISIONS <br /> JOINT SG4.ER — — -CONCRETE TANK SLAB T/Y EXPANSION JOINT FILLCR- - /4 BARS O 1E' O.C. <br /> CONCRETE YARD SURFACE EACH WAY. <br /> TANK CONCRETE— ... <br /> �_. g _ -- -- DEVELOPED BY: <br /> .-._V4 .�-.• <br /> 7 TOOLED CONTROL JOINT <br /> -- i rLs <br /> 2_,8OARS. ,'_D' LO. PARTHIAN Inc . <br /> AGGREGATE— EA. SIDE OF MANHOLE <br /> - - 790 LUCERNE DR . <br /> BASE 1 to _ - - <br /> III IT - - 2-/B BARS. EA SIDE OF SUITE 33 <br /> SUDGRADE I IN /4 BAR HOOP TIED -I 1 1 {Y 1 11 I <br /> L.._... TO SURROUNDING OARS. MANNIXE <br /> S'N�ESS 5"E`• SUNNYVALE, CA <br /> MIN. L.—T/Y•.24' SM T{ DOWELS (ITP.) __--_______- I . _ J 1 - - _ _ COUNTERS04K PHILLIPS <br /> O ,8' Q.C. W Z CREASED. — HW, MACHINE SCREW <br /> WHERE OCCURS.(MUST BE 94086 <br /> CREASED TO ALLOW EXPANSION) - ---API COLOACD REFLECTOR <br /> B EDGE DETAIL - API COLORED REILECTOR - - - <br /> \� ONCRETT� IDENTIFICATION MARKERS (TYP.) I _ - - — ----5/8r BED ND H TO EXTEND __—,.----_ <br /> 8 0 MIN. (TYPICAL) _ 5/B' BEYOND REFLECION <br /> 1/4' STM, STANLLSS STEEL LATHROP CHEVRON <br /> — CONCRETE INSERT <br /> R MANHOLE 'Q MANHOLE �- [ ;OKRm sK SERVICE STAT I O N <br /> �9 <br /> NOTE: USE of THIS CONTROL JOINT OR 1'-0'/ 1'-0' -o' rL3 ' -° . '_�°' FOOD MAR F and QSR <br /> EQUAL. SUBMIT PROPOSED ALTERNATE TyP p' TYP. TTP . . <br /> TO CHEVRON ENGINEER FOR APPROVAL <br /> BURKC /314 <br /> OR EOVAL <br /> CORNER OF LATHROP <br /> ® REFLECTOR MOUNT NIDETAIL ROAD & HARLAN ROAD <br /> ' LATHROP CALIFORNIA <br /> GROOVED <br /> ( G.ONCRETE SLAB & REINFORCING PLAN - <br /> �—REINFORCING saL� 1 rH — TANK & LINE DETAILS <br /> d G CONTINUES <br /> A ACROSS JOINT <br /> II II SIEEI STARES AT GENERAL NOTES: ALL TANK AND LINE INSTALLATIONS SHALL BE <br /> 5 KEYED KOIp JOINT KEYED KOM 1. All COVERS. CASKETS. AND SFAS ID BE IN PLACE AND WA1ER TIGHT. PERFORMED BY A LICENSED C61 --D40 CONTRACTOR. <br /> -- 2. CONCRETE SLAB SIWT HAVE A HCkVY BROOM FINISH. THESE PLANS ARE DIAGRAMATIC IN NATURE AND SCALE : NONE <br /> 3. CONCRETE SLAB TO BE SELLEO. ARE NOT INTENDED TO BE AN EXACT REPRESENTATION <br /> -- 4. UPPER STEEL RERAR SIIALL BE SUPPORIED BY C C1WRS (CORE). OF THE FINAL PRODUCT. THESE PLANS SHALL BE DRAWING <br /> 3, Alt COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL ENO MANHOLE PERIMETER. USED BY THE CONTRACTOR AS AN AID ONLY. <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR THE 94- 1003 TL <br /> r �COMPLETE INSTALLATION OF TANKS, PIPES, AND PROJ. #ALL EQUIPMENT ASSOCIATED WITH SCOPE OF WORK. om%) <br /> 5/18/95 <br /> OF <br />