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/ _.. — _ — ——(SMZ)——— — <br /> , <br /> 200 SHORELINE I �� <br /> 7� I MANAGEMENT <br /> ZONE(SMZ) 111 <br /> L— NEW PAVED <br /> 71 ——— ROADWAYS,TYP <br /> - - o _ _ _ _a - - -% —_-- <br /> �. i - --- -- - - -= - - - --- I !I <br /> I <br /> i <br /> i <br /> C7 <br /> i 1 b W.P. �LEASE BOUNDARY <br /> i 35',0. <br /> ASPHALT AREA <br /> i <br /> i VACTOR <br /> BUNKER <br /> i//\ of <br /> i <br /> L u <br /> Lp <br /> ASPHALT AREA _ <br /> BETWEEN BUILDINGS <br /> iS \ <br /> 51 <br /> \ .-.. <br /> m <br /> ASPHALT �= <br /> Q <br /> %Sim abl I I I I - AREA / <br /> B /W <br /> R 20'-0"MIN R/W <br /> 29 p 2% <br /> i <br /> - __ ., it <br /> �" � �+ PAVED AREAS <br /> g r 1 <br /> € HMA CL 1/2",PG 64-22 <br /> (C <br /> � GRAVEL BORROW OR SUITABLE J (COMPACTED) <br /> BASE AS APPROVED BY CITY ENGINEER IZ <br /> 4"CRUSHED SURFACING BASE v <br /> COURSE(COMPACTED DEPTH) n SITE PLAN - TRAFFIC FLOW <br /> Q SECTION - TYPICAL ROADWAY 20 1�-30-0- CITY OF E''- T <br /> N.T.S. REVIEWED F( c RMIT <br /> 1. DRAINAGE TO BE COLLECTED AT LOW END OF IMPROVED SECTION WITH CATCH THIS DRAWING,INCLUDING THE PRINCIPLES <br /> BASIN CONNECTED TO STORM DRAINAGE SYSTEM. OF DESIGN IS THE PROPERTY of SMG WC. <br /> 8625 SW Cascade Ave. ����} [��1 TD �}I�1 �J[] <br /> o THE DESIGN SHOWN IN THIS DRAWING IS Suite 600 _CAD1Rl11\ HEIDELBERG CEME 1 GROUP <br /> P <br /> 2. COMPACTION TEST ON SUBGRADE AND TOP OF ROCK WILL BE REQUIRED.THE SITE SPECIFIC AND SHALL BE USED ONLY yp of WAg�,� Beaverton,Oregon 97008 <br /> NUMBER OF TESTS SHALL BE AT THE DISCRERON OF THE CITY ENGINEER.ALL FOR THE PROJECT SHOWN ON THE TIRE �}T.SE FO EVERETT DELTA SOIL REMEDIATION E I rry <br /> BLOCK.ff THIS DRAWING IS HE DRAWING <br /> "WW I <br /> TESTING SHALL AL THROUGH A LICENSED TESTING LABORATORY.THE MINIMUM WAY AN ESEE¢ERE ODU D FROM W � - � Smith Monroe Gray Phone:503.643.8595 <br /> COMPACTION SHALL BE 95X OF MAXIMUM DENSITY FOR BOTH SUBGRADE AND MAY THOE SEEN REPRODUCED FROM av ED Fax:503.543.8610 S� PAN <br /> TOP OF ROCK. UNAUTHORIZED <br /> DOCCUMEENT.IS EITHER A STAMPED ENGINEERS, INC. TRAFFIO FLOW <br /> HARD COPE OR OIGRAD-Y PROTECfE0 <br /> m ORIGINAL THIS DRAWING SHALL NOT BE 32O wvrw.smgengr.com <br /> .. USED IN A MANNER THAT WOUID BE A 1 ISSUED FOR PERMIT Jo,v 3 19 79 .LP .� �j� a DRAWN BY DATER� <br /> DETRIMENT TO SMG.ALCEPTPNCE OF THIS ONAL CHKO BY DATE SOLE DWG.NO. <br /> DRAWING IS AN AGREEMENT TO THE A80YE. 0 ISSUED FOR CUSTOMER FlNAL REVIEW Jewv 2 11 19 ,LF J.'�.WHI,LAC:E 8 30/18 18-181A-08 1 <br /> 3.19.19 / AS NOTED <br /> SYM. RhIBONS BY DATE CHN'0 <br />