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20'-0"MAXENDED) <br /> (RECOMM <br /> ACCESS COVER COALESCING ACCESS COVER--� LADDER,TYR <br /> OVER INLET PLATE PACK <br /> LADDER AND <br /> INLET\ ACCESS L 5-0" <br /> FLOW MAz <br /> ,1L I <br /> J <br /> FOREBAY AFTERBAY l� SHUT OFF VALVE <br /> 8"0 INLET W/RISER AND <br /> VALVE BOX <br /> PIPE <br /> 8"0 OUTLET PIPE <br /> HIGH FLOW VENTILATION PIPES <br /> BYPASS 12"MIN AT CORNERS <br /> CATCH BASIN FRAME AND <br /> VANED GRATE OR RECTANGLE ADJUSTME14T <br /> PLAN VIEW — COALESCING PLATE SEPARATOR MANHOLE RING°."°covER SECTION CIRCULAR <br /> ADJUSTMENT <br /> SECTION <br /> RUNOFF OIL/WATER BYPASS <br /> TREATMENT FACILITY FLOIV PLOW <br /> FLAT SLAB <br /> ACCESS HATCH,IN ACCORDANCE TOP <br /> WITH REQUIREMENTS OF COSS <br /> SECTION 4-4-2(3) <br /> VARIES(CAN BE CONSTRUCTED OIL RETAINING BAFFLE <br /> OIJ GRADE WITHOUT RISERS) (50%D MINIMUM) <br /> O <br /> WO WATER SURFACE " <br /> 48"MIN <br /> _ G <br /> PLAN VIEW - BYPASS STRUCTURE TYPE A 8"0 PIPE � <br /> STEPS OR <br /> 8"0 TEE v, LADDER <br /> 6 MORTAR,TYP <br /> �_— <br /> Q' <br /> ALIES N f— <br /> IRE- VE3-SOL,ITS� COALESCING PLATE PACK FLOW• r FLOW <br /> RETANNG BAFFLE OR TOTAL PLATE SUFACE 0 <br /> MANHOLE RING AND COVER WINDOW WALL AREA=1,500 FT' _ <br /> `z WITH LOOKING BOLTS 15'-0" 7'-C" 8'-0" < <br /> FOREBAY SEPARATOR BAY AFTERBAY z <br /> 3 z <br /> "0"RING I IREINFORCING <br /> SECTION VIEW - COALESCING PLATE SEPARATOR STEEL,T P <br /> 12" <br /> BYPASS STRUCTURE <br /> 12"0 PIPE (TYPE A) <br /> INLET <br /> GRAVEL BACKFILL FOR <br /> PIPE ZONE BEDDING <br /> RUNOFF TREATMENT SEPARATE BASE PRECAST INTEGRAL BASE PRECAST WITH RISER <br /> DESIGN WATER (48"TO 72"ONLY) <br /> SURFACE ELEVATION REINFORCED CONCRETE WEIR LOW FLOW PIPE COALESC <br /> I.E.13.04' ING PLATE <br /> PRECAST INTO STRUCTURE OR TO TREATMENT SEPARATOR <br /> ATTACHED AT BOTH SIDES WITH FULL ADJUSTABLE SECTION - CATCH BASIN TYPE 2 <br /> HEIGHT WATER TIGHT CONNECTION WEIR 11 N.T.S. <br /> EL 13.18' .. " <br /> 8"0 PIPE ---_ _--� - <br /> • _ RUNOFF OIL/WATER 12"0 PIPE `IL <br /> ro TREATMENT FACILITY FLOW yPASS FLOW <br /> 12.85' <br /> a <br /> 8"0 TEE AND RESTRICTOR <br /> PLATE WITH ORIFICE. SEE <br /> STANDARD SPECIFICATION <br /> " DRAWING 423,NOTE 5 TO WETPOND <br /> a <br /> TREATMENT FACILITY <br /> CONCRETE VAULT OR TYPE 2 CATCH BASIN HIGH FLOW <br /> (SIZE DETERMINED BY CLEARANCE REQUIREMENTS, BYPASS PIPE <br /> 60"CATCH BASIN MINIMUM) <br /> SECTION - BYPASS STRUCTURE TYPE A <br /> TO WETPOND <br /> TREATMENT FACILITY CITY OF EV' f <br /> BYPASS STRUCTURE TYPE A WITH SEPARATOR SCHEMATIC <br /> REVIEWED FOI MIT <br /> 4 N.T.S. <br /> THIS DRAWING,INCLUDING THE PRINGPLES <br /> OF DESIGN IS THE PROPERTY OF SMG INC. 8625 SW Cascade Ave. <br /> THE DESIGN SHOWN IN THIS DRAWING IS SUlfe 600 <br /> SITE SPECIFIC AND SHAUL BE USED ONLY =x CADMAN HEIDELBERG CEMENT GROUP <br /> FOR THE PROJECT SHOWN ON ME TITLE Beaverton,Dragon 97008 <br /> BLOCK.IF THIS DRAWING IS NOT STAMPED yrD <br /> EVERETT DELTA SOIL REMEDIATION FACILITY <br /> WIN AN ENGINEER'S SEAL,THE DRAWING l� Smith Monroe Gray Phone:503.643.8595 <br /> MAY HAVE BEEN REPRODUCED FROM AN Fax:503.843.8610 <br /> UNAUTHORIZED GORY.AUTHORIZED 3 REVISED PER CITY COMMENTS JLF B t5 19 A F STORMWATER MANAGEMENT PLAN <br /> CONTROL DOCUMENT IS OTHER A STAMPED ENGINEERS, INC. VAULTS, CATCH BASIN, AND FLOW DETAILS <br /> HARD AL.TIS RAWINDIGTAULY PROTECTED 2 REVISED PER CITY COMMENTS JJW 6 14 19 JLFo' wYw+.amgengccomUSED IN MI5 DRAWING SHPLL NOT BE USED IN A MANNER MAT WOULD BE A 1 ISSUED FOR PERMIT J7W 3/19 19 .LF � DRAWN 8i DALE CiKO BY DATE SCALE I NG.N0, REV. <br /> c DETRIMEM TO SMG.ACCEPTANCE OF MI5 <br /> DRAWING IS AN AGREEMENT TO THE ABOVE. 0 ISSUED FOR CUSTOMER FINAL REVIEW J17W 2 11 19 JLF ,v,1=j J.P.WA-LACE 10/3/18 AS NOTED 18-181A-11 <br /> SYM. REVISIONS BY I DATE CHK11 <br />