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. LI <br /> 0 0 0ni. <br /> #3 BARS(2) <br /> 18.5' --- 6" <br /> BARRIER FREE 2'-0" 2"CLEAR L <br /> STRIPING.SEE TYP.ARCH PLANS FOR ELEVATIODETAIL(TYP) <br /> STRIPE <br /> NHIIE PAINT M e ADA eff - 6'=0" - <br /> STRIPE(TYP) STOP 11.0' S.0' 8.5' SYMBa <br /> ( ) C2.10 (�) C2.10 <br /> 5.0 <br /> PAVEMENT MARKING. 9"MAX. 13/16"DIA. HOLES <br /> SEE ARCH PLANS 6"MIN. PLAN <br /> FOR DETAIL(TYP) <br /> 5" RECESS BAR 1" <br /> 2 1/2" AND PLACE <br /> 1/2" NON-SHRINK <br /> GROUT AROUND <br /> 70 `I BAR TO FILL <br /> z RECESS. <br /> 10" MAX. #3 BARS(2) ATTACH WITH m <br /> 8"MIN. <br /> #6 BAR (2) <br /> ATTACHMENT DETAIL <br /> NOTES: <br /> 4 <br /> 1. THE NON-SHRINK GROUT USED TO ATTACH THE PRECAST <br /> CURB SHALL CONSIST OF 3:1 SAND AND CEMENT. GROUT TO <br /> A DEPTH OF 1"FROM THE TOP OF THE CURB. <br /> _ _ _ — _ _ ___ — — _ _ _ _ _ _ _ _ _ __ __U ___ 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH <br /> OF 3000 PSI AT 28 DAYS. <br /> ADA PARKING AND ROUTE ENLARGEMENT PRECAST CONCRETE WHEEL STOP 2 <br /> C2.00 <br /> scASCALE: NTS 1"=10' czoo <br /> STALL <br /> WHITE TRAFFIC PAINT CRUSHED SURFACING ASPHALT CONCRETE <br /> BASE COURSE (CLASS 1/2'HMA) CRUSHED SURFACE r--ASPHALT CONCRETE <br /> BASE COURSE (CLASS 1/2" HMA) <br /> 3" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 6" <br /> I=JL=I=JL=I=III=I=III=I=III=I=III=I=III=III=III=I=III=I=III=III=11 _ <br /> =JJ1=J.11=JJ1=J.11=J11=111=J11=1L1=1I1=I1=1J)=J.11=J1=1I1=1J)=).)1=1J)=).�L—JJ)=)�L—JJj= ."�I."�e "III—III-1I1=1I1-1II�II'o11"o1I1-1I1=1I1-1I1=1I1-1I1-1I1=�1I1-1I1-1I1-1I1=1IL— � <br /> 1=1-1-1-1—III—I—III—III—III=I—III—I—III=III—III-11=1I1=11=1I1=11=1II -III III=1I1=III III=1I1= I1=1I1=III III=1I1=1I1=1I1=III III=1I1=1I1=1I1=III <br /> =JJL—ll(=JJL—ll(=J�L�=JJLj1I-J1-jJI_ =j1(=j�_IL=JJL=j11=JJL=llL—JJL—llL—JJ1= —I —I —I' I''—I!' I' IT-1 —I —1"=1I II II'—III_III_II1=1II_III_II1=1I1=1I1= <br /> § l JL l JL l III l JL l Jl l jl l 111 l 111 l 111 l 111 l 111 _ _ _ _ _ _ 11=III=III-III=III=III-III-III-III <br /> ;,IIII„IIII„IIII,;,IIII, ,III'—I —I -11LIILIILIILIILIILIILIIL— <br /> SUBGR .III=1I1.I1=1I1=1I1=1I1=1I1=1I SUBGRADE COMPACTED TO 95%OF <br /> MAX. DENSITY PER ASTM D-1557 SUBGRADE COMPACTED TO 95%OF <br /> MAX. DENSITY PER ASTM D-1557 <br /> NOTE: NOTE: <br /> 1. SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 1. SUBGRADE PREPARATION PER GEOTECHNICAL REPORT <br /> s BY GEOENGINEERS, DATED MARCH 2O22 BY GEOENGINEERS, DATED MARCH 2O22 <br /> 8 <br /> ADA SYMBOL 3 LIGHT DUTY PAVEMENT CURB SECTION a HEAVY DUTY PAVEMENT CURB SECTION 5 <br /> NTS C2.00 NTS C2.00 NTS C2.00 <br /> 1 3/30/22 TJP KEC JOE CONSTRUCTION DOCUMENTS DRAAWN BY DESIGNED BY 1N EBB LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 CHECKED BY APPROVED BYWbeforeyoudi <br /> STAWP all 811 o��te¢" � 7800 EVERGREEN WAY, EVERETT <br /> bu6in¢55 ys 1601611 Avenue,Suite 1600 a y <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE gda seattle,WA98101 �� O <br /> DATE 206.622.5822 <br /> 11232022lqj www.kpff.com APopReC�S5 SITE AND PAVING DETAILS <br /> S C A L E: eS"oNet <br /> .11 N0. I DATE BY CHIC). I APPR.T REVISION J 0 B No.: 2100507 AS SHOWN 1/23/2022 <br />