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M <br />L <br />K <br />57 � <br />EI <br />W <br />2 3 4 5 6 7 g a v n Iz w W 7C 76 17 <br />O <br />F <br />Z J <br />OIL� w <br />0 01... MANHOLE <br />W Z Z 0 <br />Q 41 fla 5' o" <br />V) ADDITIONAL ADDITIONAL <br />ADDITIONAL,I .I < ADDITIONAL REINFORCEMENT Z REINFORCEMENT <br />Q REINFORCEMENT Y N REINFORCEMENT a <br />N>I m N.T.SZQI d o (TYP.) <br />_.r. —., -e' _ <br />ell- -_ X111- <br />CTANK SLAB SECTION SCALE: 1/2"=1'-0" <br />4 <br />F <br />I I F_3 I <br />/^YARD SURFACE #4 BARS ®16" O.C. 3" CLEAR (TYPICAL) #4 BARS ®18" O.C. <br />EACH WAY. EACH WAY. <br />#4 BAR 0 18" O.C. <br />M <br />EACH WAY. <br />A fi d m <br />a, , a . �. <br />—III III—III d d 'O 16" MANHOLE e n <br />LAIR III R III I (SECURED) o <br />36" 0 MANHOLE <br />3 I I T T T I <br />I I ITITI <br />Y F-3 I- TS -�TFI <br />f -- - - 36" MULTI -PORT i <br />MANHOLE EXTRA FULL LENGTH <br />BAR TO COMPENSATE <br />FOR INTERRUPTED BAR <br />3O SLAB EDGE DETAIL <br />(TYPICAL) <br />O SLAB REINFORCING DETAIL <br />ASP AI_ YARD ONLY sc,ALE: 1"=1'-0" F-3 <br />;- <br />3" C <br />JOINT SEALER <br />CONCRETE TANK SLAB <br />1/2" EXPANSION <br />JOINT FILLER <br />#4 BARS 0 IS- .10 <br />CONCRETE YARD <br />SURFACE <br />EACH WAY. <br />9. <br />TANITZGAT <br />7*4I <br />TO 1 <br />MIN. <br />MIN. <br />(TY - <br />1/27x24r SMOOTHDOWELS <br />0 <br />WHERE OCCURS.(MUST BE <br />GREASED TO ALLOW EXPANSION) <br />API <br />m <br />SLAB EDGE <br />DETAIL <br />IDEN <br />(ALL CONCRETE YARD) <br />NOTE: USE OF THIS CONTROL JOINT OR <br />EQUAL; SUBMIT PROPIOSED ALTERNATE <br />TO CHEVRON ENGINEER FOR APPROVAL, <br />SEALANT: <br />BURKE #314 <br />DR EQUAL II <br />- N ° GROOVED <br />�. 4- <br />REINFORCING °. d v CONTINUES <br />ACROSS JOINT <br />C II II <br />J J STEEL STAKES AT <br />KEYED KOLD <br />44 KEYED KOLD JOINT DETAIL <br />SfCALE: NONE <br />lJ SLAB AND REINFORCING PLAN SCALE: 1/4"=1'-D" <br />tw <br />It <br />� E <br />F <br />E <br />L <br />TANK SLAB PLAN <br />12K GAL 8'+ "XERXES"DBL WALL <br />9-2396` <br />25650 H W Y 99 NO., <br />GENERAL -NOTES: ACAMPO, CA. <br />1. ALL COVERS, CASKETS, AND SEAL$ TO BE IN PLACE AND WATER TIGHT. <br />2. CONCRETE SLAB SWILL HAVE A HEAVY BROOM FINISH, 101 Chevron <br />3. CONCRETE SLAB TO BE SEALED: Region EL',,�tFIW6St R <br />4, UPPER STEEL REBAR SHALL BE SUPPORTED BY 6" CHAIRS (DOBE). NO <br />'P. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER. R E <br />ROBERT H. LEE & ASSOCIATES, ZINC. <br />ARCHfT UPIN E 4*MEERN1Q EMVWOMAEMAL SERVICES <br />1137 NORTH MCDOBELL BOULEVARD PETALUMA CA. 94961 (707) 765-1660. <br />JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGNEER <br />- RHC iNmAL" DATE DATE: <br />PRELIMINARY <br />' PLANNING DR, BY: <br />- STEEL BID <br />BLDG <br />q APPR.; G <br />PERMIT <br />GENERAL BID RHL #8344.10 <br />f PERMIT REVS SHEET <br />CONSTRUCTION <br />fw not use drotlon g F-3 <br />for Construction r <br />' unless initiated <br />Aft 1 7 1 8 1e 10 r 12 13 14 15 16 17 " 18 <br />1 <br />A <br />B <br />lJ SLAB AND REINFORCING PLAN SCALE: 1/4"=1'-D" <br />tw <br />It <br />� E <br />F <br />E <br />L <br />TANK SLAB PLAN <br />12K GAL 8'+ "XERXES"DBL WALL <br />9-2396` <br />25650 H W Y 99 NO., <br />GENERAL -NOTES: ACAMPO, CA. <br />1. ALL COVERS, CASKETS, AND SEAL$ TO BE IN PLACE AND WATER TIGHT. <br />2. CONCRETE SLAB SWILL HAVE A HEAVY BROOM FINISH, 101 Chevron <br />3. CONCRETE SLAB TO BE SEALED: Region EL',,�tFIW6St R <br />4, UPPER STEEL REBAR SHALL BE SUPPORTED BY 6" CHAIRS (DOBE). NO <br />'P. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER. R E <br />ROBERT H. LEE & ASSOCIATES, ZINC. <br />ARCHfT UPIN E 4*MEERN1Q EMVWOMAEMAL SERVICES <br />1137 NORTH MCDOBELL BOULEVARD PETALUMA CA. 94961 (707) 765-1660. <br />JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGNEER <br />- RHC iNmAL" DATE DATE: <br />PRELIMINARY <br />' PLANNING DR, BY: <br />- STEEL BID <br />BLDG <br />q APPR.; G <br />PERMIT <br />GENERAL BID RHL #8344.10 <br />f PERMIT REVS SHEET <br />CONSTRUCTION <br />fw not use drotlon g F-3 <br />for Construction r <br />' unless initiated <br />Aft 1 7 1 8 1e 10 r 12 13 14 15 16 17 " 18 <br />1 <br />A <br />