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cao3 ttP <br /> A <br /> _ L_ 08 c80z <br /> _- - -- -Y EL SMZ 18 ' BYPASS STRUCTURE <br /> C80 L <br /> �'- ASPHALT PERIMETER 16 —► _ <br /> / EL 18.75,TYP ASPHALT PERIMETER -I(I <br /> ELP18.75',TYP —� \ <br /> EL 18.25' I . <br /> W.P\I <br /> _ / r <br /> SLOPE <br /> n , <br /> i <br /> EL. 17.54' 08 SLOPE ,b,/ <br /> LEASE BOUNDARY , <br /> 0.5% <br /> SLOPE a i / 'E� SLOPE <br /> 0.5% / / �� 0.52 C809 <br /> EL 18.44 SLOPE r� / SLOPEVACTOR <br /> ' -- <br /> BUNKER I / /// Etl <br /> EL <br /> --- i(I<) /%//�/ �I r j LEGEND <br /> ,EL 1840 ///ai �� 'Ir .._.._.._............ <br /> .._ <br /> itDENOTES BUILDING PERIMETER EL 1888 <br /> � DENOTES HIGH POINT AT ROAD CENTERLINE <br /> r <br /> DENOTES GRADIING SLOPE <br /> ® DENOTES ASPHALT PAVED AREAS <br /> SLOPE <br /> � -(16j- EXISTING GRADE COUMOURS <br /> \ \ <br /> — <br /> tL 200 SHORELINE MANAGEMENT ZONE(SMZ) <br /> _ _ EL.17,96' �� BPS BYPASS STRUCTURE <br /> a <br /> //� � � � � II I CPS COALESCING PLATE SEPARATOR <br /> I (C613) EXISTING CATCH BASIN <br /> mCBD7 <br /> _ <br /> a <br /> \� C306 <br /> CATCH BASIN ELEVATIONS <br /> .ao' �� - /,,��/�% � r�/ 1 i � SITE SURFACES EXISTING ANMD <br /> EL 1e <br /> CATCH BASIN GRAATE°EL BBASNMELF PROPOSED FOR DEVELOPMENT <br /> \\ _ EL. 18.14 <br /> I II I CB01 16.25' 11.23' SURFACE AREA NOTES <br /> \ ` T I C802 76.95' 12.48' NEW POLLUTION- <br /> �' CB03 17.78' 13,29' GENERATING HARD SURFACES 0 <br /> \ EPLACED POLLUTIONEL 18.45' CB04 17.84' 14.08' GENERATING HARD SURF ACES 3.9 ACRE —— <br /> 3 SITE LANDSCAPING \\ � - ��I I ®rl II II CBOS 17.16' 13.25' <br /> REFER TO CB10 EXISTING HARD SURFACES 15.6 ACRE LEASE AREA <br /> B = 'I ' -I CB06 17.64' 13.90, <br /> \ 16 CB07 18,01' 14.25' CONVERTED PERVIOUS <br /> SURFACE(LANDSCAPING 0.18 ACRE ---- <br /> EL 18.45' <br /> I _ ��' C809 17.68' 17.98' STRIP) <br /> C810 17.64' 12.88' <br /> BPS 16.25' 9.65' <br /> CPS N/A 5.93' <br /> WETPOND N/A 8.00' <br /> �j CB12 17.33 8,42' <br /> CB13 15.00' N/A <br /> d <br /> n SITE PLAN - GRADING PLAN <br /> E 15 I-=30'-0- <br /> CITY OF EV <br /> REVIEWED FOB MIT <br /> THIS DRAWING,INCLUDING THE PRINCIPLES <br /> OF DESGN IS THE PROPERTY OF SMG INC. 8625 SW Cascade Ave. <br /> THIS <br /> THE DESIGN SHOWN IN S DRAWING IS Suite 600 <br /> 'o SUE SPECIFIC ANO SHALL BE USED ONLY OV18E F0 Beaverton,Oregon 97008 CADMAN HEIDELBERG CEMENT GROUP <br /> FOR THE PROJECT SHOWN ON THE TITLE r EVERE17 DELTA SOIL REMEDIATION FACILITY <br /> i BLOCK.IF THIS DRAWING IS NOT STAMPEDe <br /> WITH AN ENGINEER'S SEAL,THE DRAWING 5 O _ Smith Monroe Gray Phone:503.643.8595 <br /> 4 MAY HAVE BEEN REPRODUCED FROM AN v _ Fax:503.643.8610 SITE PLAN <br /> CONTROUNAUTHL <br /> MENTCOP S OTHER <br /> q*o E N G I N E E R S, INC. GRADING PLAN <br /> CONTROL DOCUMENT IS EITHER A STAMPED <br /> HARD Copy OR DIGITALLY PROTECTED 2 REVISED PER CITY COMMENTS J19W 6/07 19 _ "s"" wwwsmgengr.com <br /> ORIGINAL.THIS DRAWING SHALL NOT BE ON.Ai <br /> USED <br /> EMMIENT TO SMG ACCEPTANCE OF THIS 1 ISSUED FOR PERMIT JPN 3/19/19 _ , r 9 DRAWN�' OAIE CHKD BY DATE SCALE DWG,No. REV. <br /> a DRAWING IS AN AGREEMENT TO THE ABOVE, 0 ISSUED FOR CUSTOMER FINAL REVIEW JPN 2 11/19 JI-F J.12.WALLAa 7/10/19 AS NOTED 18-181A-15 2 <br /> '�-� SYM. REVISIONS BY 1 DATE CHK'D <br />