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EL 18.15' <br /> �y CATCH BASIN 220'MAX SPACING(ROAD SLOPE®0.5%) y CATCH BASIN <br /> Ti 300'MAX SPACING(ROAD SLOPE®1.0%) 'rr <br /> SIM F <br /> DISTANCE/2 <br /> A T"P HIGH POINT AT <br /> \ ROAD CENTERLINE <br /> 1 —0.5%SLOPE(MIN) 0.5%SLOPE(MIN)—� <br /> \., B.O.VACTOR /" I 1 A — A SLOPE <br /> B.O.VACTOR \ BUNKER / 11 1AT CENTERLINE <br /> BUNKER EL".0'j" <br /> N.T.S. <br /> EL.15.0' •\ j <br /> .X 8.5% 1.0% EL.18.45' <br /> j" '•\ SLOPE SLOPE <br /> --Z •\ T.O.RETAINING END OF RAMP <br /> ij •'\ WALL EL 20.92'' EL.18.80' <br /> LINE VACTOR BUNKER WITH <br /> IMPERMEABLE LAYER TO <br /> PREVENT INFILTRATION / <br /> PARKING AREA VARIES s0'_D• <br /> TYP <br /> SLOPE EL 18.45 EDGE OF ROAD MAX SLOPE <br /> ' 0.5%SLOPE MIN EL.18.34 2 <br /> 3:1 MAX ( )--� 1 r- T.O.FOOTING <br /> 2.OR EL18.75 <br /> \\\ EL 16.0' SLOPE—a_ r 2.09.SLOPE �^ <br /> EL.18.47 BUILDING <br /> \\ HIGH POINT®CENTERLINE FOOTING <br /> OF ROADWAY-EL 18.14" <br /> VACTOR BUNKER - GRADING DETAIL t-B \ SECTION - PARKING AREA GRADING <br /> _1 p N.T.S. <br /> 2 <br /> o�B <br /> GRAVEL BORROW OR SURABLE <br /> BASE AS APPROVED BY <br /> CITY ENGINEER <br /> © SECTION - ASPHALT PAVING DETAIL <br /> N.T.S. <br /> Y <br /> 6 <br /> k <br /> CITY OFE'.'ci ETT <br /> REVIEWED "' PERMIT <br /> a <br /> y MIS DRAWING,INCLUDING THE PRINCIPLES <br /> OF DESIGN IS ME PIN THIS <br /> OF ING INC. 8625 SW Cascade Ave. <br /> THE DESIGN SHOWN H L B DRAWING IS CJADMAN HEIDELBERG CEMENT GROUP <br /> SIZE SPECIFIC AND SHALL BE USED ONLY 15E FO SMile 600 <br /> FOR THE PROJECT SHOWN ON THE TIRE pV CL Beaverton,Oregon 97008 <br /> BLOCK.IF THIS DRAWING IS NOT STAMPED t'�04�"�+rq''F,p� EVERER DELTA SOIL MEDIATION FACILITY <br /> WITH AN ENGINEER'S SUL THE DRAWING Smith Monroe Gray Phone:603.643.8595 <br /> MAY HAVE BEEN REPRODUCED FROM AN Fax:503.643.8610 VXTOR BUNKER AND ROADWAYS <br /> UNAUTHORIZED COPY.AUTHORIZED <br /> CONTROL DOCUMENT IS EITHER A STAMPED ENGINEERS, INC. GRADING DETAILS <br /> -m HARD COPY OR DIGBAJLY PROTECTED !f www.emgengf.com <br /> ORIGIW4.THIS DRAWING SHALL NOT BE A <br /> m USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT J17''n' 3 19 19 JLF �4�N GN DRAWN BY DATE CHKD BY DATE SCALE DWG,No REV. <br /> RMEM <br /> b DEI TO SMG.ACCEPTANCE OF IRIS <br /> DRAWING IS AN AGREEMENT To THE ABOVE 0 ISSUED FOR CUSTOMER FINAL REVIEW Jew 2 11 19 JLr 3 l9 l9 J.D.wALACe 1/10/19 AS NOTED 18-181A-16 1 <br /> SYM. REVISIONS BY I DATE CHK'O <br />