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Y <br /> m <br /> DETAILS , SECTIONS AND NOTES <br /> Z <br /> 0 <br /> >N_ <br /> W <br /> DRIVE SLAB- ' <br /> RAISED ISLAND %" DEEP PETROLEUM <br /> 12" R RESISTANT SEALANT BY <br /> PTT TWIN TUBE SEALANT <br /> SEE DETAIL 6 <br /> THIS SHEET THIS CONTROL JOINT (Cd) <br /> TO APPLY AT ENTRANCE <br /> AND EXIT SIDE OF CANOPY, <br /> N C� <br /> ALL MANHOLE ACCESS COVERS <br /> TO BELOW GRADE SHALL BE <br /> LIQUID TIGHT AND LOCKABLE O a <1<1<1< <br /> A.C. PAVING (�) EDGE OF Z <br /> 7" CONCRETE TANK SLAB ISLAND SLAB <br /> ( �6T. ALL) r(Typ) ) m u u u u <br /> r K K K z <br /> i, i /✓ �_pr T-p. _,_ .�_ P <br /> -fr• - A.C. PA <br /> VING <br /> PLAN DETAIL-CONTROL JOINTINT N oM N o^ <br /> N <br /> AT ISLAND END N <br /> 3" MIN. <br /> N. T. S. <br /> TOP & BOTTOM <br /> AROUND ALL PENEIRAT10N8 (TIP.) <br /> b�Y l", <br /> MA\ <br /> < ��� �/���y <br /> p� G i PEA GRAVEL BACKFILL, COMPACT �� �` Z� TO 90%� ORT PER GEOTECHNICAL <br /> REPORT <br /> NOTE: Z <br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" CROWN OF CONCRETE <br /> TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED -� G <br /> TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE I¢I-- w <br /> PAID. CONTRACTOR WLL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF 1/2" WIDE X 1" DEPTH F- <br /> THIS DESIGN REQUIREMENT IS NOT MET. BLOCK OUT FILL WITH <br /> PETROLEUM RESISTANT OU <br /> SEALANT BY PT TF1N TUBE Z O <br /> TYPICAL SLAB AT TANKS SEALANT CONT (TYPICAL)ALONG w <br /> FUEL ISLAND. (TYPICAL)a6l'\ <br /> U <br /> N. T. S. <br /> 1 4' O OU �~^ <br /> Z <br /> w w O <br /> a m I., Di u <br /> z a <1<11< <br /> COLUMN <br /> u � M <br /> � m <br /> ISLANDW5" 3'-2" 5" Ce <br /> M <br /> ro <br /> ULU <br /> w q c <br /> 1/2" WIDE X ," DEPT, BLGQK TYPICAL PUMP ISLAND PLAN 3: u <br /> z � <br /> OUT FILL WITH PETROLEUM N. T. S. LU a <br /> RESISTANT SEALANT BY PTT Wce <br /> 1p o <br /> TWIN TUBE SEALANT CONTINUOUS w M <br /> ISIALONG FUEL ISLAND. (TYPICAL) <br /> en; DISPENSER N w <br /> SEE NOTE 4 y INSTALL SUMP WITH 1/2" LIP uEXTENDED PAST TOP OF <br /> SEE NO 4 ISLAND <br /> v <br /> TOP OF SLAB <br /> I i0 <br /> RDNF. T+8 <br /> Z <br /> n <br /> AND VERT. <br /> 3 <br /> x li <br /> / <br /> 4'-6' 6-6' SUMP DEEP PETROLEUM 0 <br /> RESISTANT SEALANT BY SQUARE EDGE <br /> ISPENSER eLEvanox cc SECTION A-A PrTWN TUBE SEALANT JOINT FILLER CAST IN PLACE <br /> SUMP <br /> J <br /> NOTES SEE NOTE 4 - <br /> 1.) THE HIGHEST OPERABLE PART OF EACH PRIMARY OR ALTERNATE 3.) AN ACCESSIBLE LEVEL AREA SHALL BE PROVIDED WHICH IS <br /> CARD READER SHALL BE FU MORE ENSE 54'WERE <br /> CARD MEASURED MINIMALLY 30' BY 48' (762mm BY 1219mm) LEVEL AND CLEAR. <br /> FROM THE ED O OF THE FUEL DISPENSER. WHERE CARD READERS THIS AREA SHALL BE PROVIDED WITHIN 10'(254mm) IN PLAN NEW " <br /> ARE LOCATED ON FREE STANDING PEDESTALS. THE CARD READING ` <br /> CONTROL FUNCTON SHALL BE NO MORE THAN 54' 1372mm OF WE FACE OF THE CONTROLS AND SHALL BE UNOBSTRUCTED 1 ' <br /> ( ) BY ANY FEATURES, EXCEPTAP NOZZLES AND HOSES, WITH THE <br /> ABOVE AN ACCESSIBLE LEVEL AREA WHICH IS SERVED BY AN LONG SIDE OF THIS SPACE PARALLEL TO AND CENTERED [PLUS OR TH #A CON BARS O.C.-// 3 4 <br /> ACCESSIBLE PAOF TRAVEL. MINUS 9'(229mm)] W1H THE FACE OF THE CARD-READER � EACH WAY CONTINUOUS / " <br /> 2.) AN ACCESSIBLE PATH OF TRAVEL SHALL BE PROVIDED TO THE CONTROLS. SECTION B-B - <br /> BASE OF ALL NEL DISPENSERS REQUIRED TO MEET THE S/8" DIA. X 18" LONG GREASED <br /> - PROVISIONS OF THIS SECTION. SUCH FUEL DISPENSERS SHALL BE 4.) 5" TO 7' SROM TOP OF ISLAND TO TOP OF DRIVE SLAB AS , ^ <br /> MOUNTED ON THE ACCESSIBLE LEVEL AREA. DICTATED BY SLOPE OF DRIVE SLAB. S EEL DOWEL © 1B" D.C. v I <br /> uiZ <br /> TYPICAL PUMP ISLAND ELEVATION EXPANSION JOINT 0 0 0 <br /> 2 Z I— a. <br /> N. T. S. N. T. S. 5 ® ¢ <br /> Z c~n 0 <br /> Q W U <br /> NZ W <br /> Z n ce_I <br /> F000< <br /> 000< <br /> RADIUS TOOL EDGES (TYP.) ALL SLABS 6" MIN. <br /> THICK CONCRETE 1 <br /> ZIP STRIP %- DEEP PETROLEUM J <br /> W U <br /> RESISTANT SEALANT BY <br /> 1/2" R. AT <br /> PTD TWIN TUBE SEALANT FIRST POUR V ® 0 <br /> EDGE OF SLAB SECOND POUR T <br /> CONT. THROUGH <br /> CONTROL JOINTS. <br /> _ CENTER REBAR IN (n <br /> ' DEPTH OF SLAB. <br /> oo' <br /> -1�1=I�1=I�1 W ® u <br /> o . . . Q o o ' ' o o ' : <br /> I—III—III—III— o. o <br /> ILII-1I1=III—III�:O:�o <br /> C>C5 <br /> 11=1I I-1I I-1I I-;�oo0 0 000�000 oma o moo, <br /> 11=III=III=III==— — — — = — u <br /> II1-III-IIIn101t-III, , 1-III III=1I1-111=III, <br /> MIN. 7" PEA GRAVEL <br /> COMPACTED TO 95% <br /> NEW ISLAND CONCRETE SLAB SECTION u <br /> AND SLAB CONTROL JOINT (TYPICAL) Lu <br /> N. T. S. 6 Z <br /> QpOFESS/0Nq Qc <br /> l4� M. CA(OgC�fy G <br /> W " m DATE DEC., 2007 <br /> No. 62732 <br /> Exp. 06-30-2008 SCALE AS SHOWN <br /> `rT,4T CIVIL &�\P DESIGNER SMC <br /> f OF CAL\F0 ]OB NO. A06654 <br /> SHEET C-4 <br /> OF 4 SHEETS <br /> Z:\2006\AG6654\AO6654-CDS,dwg 2/21/2008 3:20:08 PM PST <br />