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i <br />1) VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR <br />TO ANY CONSTRUCTION, CALL "DIG ALERT" TWO FULL. WORKING BAYS <br />PRIOR -1-0 EXCAVATION, <br />2) FURNISH, HAUL ANIS AMPLY ALL WATER REQUIRED FOR COMPACTING AND <br />FOR THE CONTROL OF DUST FROM CONSTRUCTION. ACTIVITY. <br />3) COMPACTING SHALL BE AS FOLLOWS: <br />MATERIAL PERCENT OF <br />LAB DENSITY <br />SUBGRADE 95% <br />BACKFILL.. 95% <br />AGGREGATE BASE 95% <br />THOSE AREAS 1-0 RECEIVE FILL ARE 1-0 BE SCARIFIED TO A DEPTH OF <br />TWELVE (12) INCHES, BROUGHT 1-0 THE PROPER MOISTURE CONTENT, AND <br />COMPACTED -1-0 THE ABOVE DENSITY. <br />4) REPAIR OR REPLACE EXISTING IMPROVEMENTS IN THE WORK AREA WHICH <br />HAVE BEEN REMOVED OR DAMAGED DURING CONSTRUCTION, AI_.L REPAIR, <br />REPLACEMENT, OR CLEANUP SHALL BE DONE TO THE SATISFACTION OF <br />THE OWNER. <br />5) ALL MATERIAL AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE <br />STATE STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, <br />CURRENT EDITION WITH SUPPLEMENTS, AS APPLICABLE. <br />6) AGGREGATE BASE COURSE GRADATION SHALL BE: <br />SIEVE SIZE PERCENT PASSING <br />1 " '100 <br />3/4" 90-10c) <br />'1 /4" 45-75 <br />#200 0-10 <br />7) ASPHALT CONCRETE: ASPHALT CONCRETE SHALL CONFORM TO SPECS, THE <br />GRADATION OF MINERAL AGGRI~GATE SHALL BE: <br />SIEVE SIZE PERCENT PASSING <br />1" 100 <br />3/4" 90--100 <br />3/8" O0-85 <br />#8 25-50 <br />#200 2-6 <br />8) PAVING ASPHALT SHALL BE AC -40 AND SIX (6) PERCENT BY WEIGHT OI- <br />TOTAL MIX. <br />9) ALL CONCRETESHALL HAVE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28 <br />DAYS UNLESS OTHERWISE SPECIFIED. <br />10) COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH <br />ADMINISTRATION REGULATIONS. <br />'11) SEAL COAT SHALL BE POLYMER SLURRY SEAL "SUPER DRIVE <br />TUFF" AND SHALL BE APPLIED EXACTLY PER MANUFACTURER'S <br />INSTRUCTIONS. <br />'12' <br />2' CL 2' 4' 2' 2, <br />---------- <br />} <br />00 <br />1.cv DIS ENSER o j' <br />co <br />(2) "U" SHAPED GUARD <br />POST, 2 PER ISLAND A -A <br />(D==`L) _ <br />ACCESSIBLEHANDICAP ISLAND, PLAN <br />Lm <br />HANDICAPISL EVA T o . <br />e� <br />7" CRUSHED STONE BASE <br />COMPACTED TO 95% MIN. <br />4" ASPHALT CONCRETE <br />SURFACE COURSE <br />8" COMPACTED TO 95% MIN, ----I <br />SELECT FILL (CLASS II OR III SOIL.) <br />NOTE: <br />SEAL COAT SHALL BE POLYMER <br />SLJRRY SEAL "SUPER DRIVE TUFF" <br />AICD 'SHALL BE APPLIED EXACTLY <br />PE`, MANUFACTURER'S INSTRUCTIONS. <br />1" 11 <br />C}[SPENSER <br />INSTALL SUMP <br />WITH 1--1/2" LIP <br />PAST TOP OF <br />GRADE. <br />DISPENSER <br />SUMP <br />�COLUMN <br />SECTIO <br />1 1 _ HIGHEST OPERABLE PART OF EACH PRIMARY <br />OR ALTERNATE CARD READER SHALL BE NO MORE <br />TF141\1 54" (1372rnrn) MEASURED FROM THE BASE <br />1)F THE FUEL DISPENSER. WHERE CARD READERS <br />ARE LOCATED ON FREE STANDING PEDESTALS, THE <br />;ARD READING CONTROL FUNCTION SHALL BE NO <br />MORE THAN 54" (1372rnrn) ABOVE AN ACCESSIBLE <br />LEVEL AREA WHICH IS SERVED BY AN ACCESSIBLE <br />_,TH OF TRAVEL. <br />2.) /N ACCESSIBLE PATH OF TRAVEL SHALL BE <br />PROVIDED TO THE BASE OF ALL FUEL DISPENSERS <br />;REQUIRED TO MEET THE PROVISIONS OF THIS <br />SECTION. SUCH FUEL DISPENSERS SHALL BE <br />MOUNTED ON THE ACCESSIBLE LEVEL AREA. <br />3.) AN ACCESSIBLE LEVEL AREA SHALL BE PROVIDED <br />kh'HICH IS MINIMALLY 30" BY 48" (762rnm BY <br />219mm) LEVEL AND CLEAR, THIS AREA SHALL <br />&F PROVIDED WITHIN 10"(254mm) IN PLAN VIEW <br />C),'- THE FACE OF THE CONTROLS AND SHALL BE <br />I NOBSTRUCTED BY ANY FEATURES, EXCEPT PUMP <br />��OZZLES AND HOSES, W#TH THE LONG SIDE OF <br />THIS SPACE PARALLEL TO AND CENTERED [PLUS <br />OR MINUS 9"(229rnrn)] WITH THE FACE OF THE <br />CARD -READER CONTROLS. <br />4.) TO 7" FROM TOP OF ISLAND TO TOP OF DRIVE <br />Sl -.AB AS DICTATED BY SLOPE. OF DRIVE SLAB_ <br />RADIUS TOOL EDGES (TYP.) <br />ZIP STRIP/ SEALANT <br />R=1/2" AT SECOND POUR <br />EDGE OF SLAB <br />(TYP.)-- -� <br />V o.V d D q 0 <br />Q_pn <br />ALL SLABS 6" MIN. <br />THICK CONCRETE <br />FIRST POUR <br />#4 REBAR AT 18" ON CENTER <br />EACH WAY CONT, THROUGH <br />CONTROL JOINTS. CENTER <br />REBAR IN DEPTH OF SLAB. <br />MIN. 8" SELECT FILL <br />COMPACTED TO 95% <br />NEW Cu"'NCRETE SLAB SECT104"N AND <br />SLAB <br />CONTROL JOINTIII =19 CONCRETE -W w <br />ow <br />m <br />S_6" <br />S-2" <br />I y I I I <br />t <br />TOP VIEW <br />n n" <br />4"0 SCHEDULE 40 <br />STEEL PIPE <br />SPHALT CONCRETE <br />AV1NG OR <br />ONCRETE SLAB <br />'TE FOOTING <br />TYP. OF (2) <br />I <br />A <br />As <br />I <br />� <br />N0, <br />REVISIONS <br />DATE <br />[AWN <br />CICU <br />1 <br />6301 WATERFORD BOULEVARD <br />BOX 2664.7 <br />_ W OKLAHOMA CITY OI< 73126 <br />i <br />LSI Adapt Inc. <br />24651 CENTER RIDGE ROAD, SUITE 190 <br />WESTLAKE, OH 44145-5627 <br />TEL: 44.0-871-1603 FAX: 440--871-1739 <br />_--- <br />Soy mo._�_� - 1 <br />AS -NOTED <br />ND. <br />"C28 5 L <br />02--26-01{ <br />n� fa�aTrn ,P9 <br />02--26-01 <br />I <br />70..11\I <br />GHF�CKEDIT <br />WrA s <br />CONSTRUCTION DETALS <br />