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COMA ROUND HOLE IN THE LINER ENVELOPE AND NOTES <br /> GEOTEXTILE PROTECTION FABRIC THAT IS SLIGHTLY 1. THE INSPECTION PORT IS USED IN THE ACCESS MODULE TO INSPECT THE LEVEL OF SEDIMENT ACCUMULATION. <br /> LARGER THAN THE PIPE, 2. MINIMUM REQUIRED MAINTENANCE INCLUDES A OUMTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A <br /> IMPERMEABLE LINER BETWEEN TWO LAYERS OF YEARLY INSPECTION THEREAFTER FLUSH TREATMENT ROW RU VIA THE ACCESS STCTURE FROM EITHER END AS NEEDED. <br /> NON-WOVEN GEOTEXTILE FABRIC OVER ACF R-TANK 3. SEE TRAFFICLOADING DETAIL FOR MINIMUM EtMAXIMUM COVER REQUIREMENTS. <br /> 30 MIL,PVC LINER <br /> OVER ACF <br /> R-TANH • INLETIOUTLET NOTE'PIPE MUST Bl1R DIRECTLY <br /> PIPE AGAINST R-TANK <br /> G <br /> 1826'FRAME AND <br /> ROLE HOLE IN THE IT DIA.PVC INSPECTION PORT COVER <br /> LINER TO ALLOW <br /> PIPEMANK INTERFACE <br /> STANDARCPR TORDTO96% <br /> STANDARD PROCTOR DENSITY <br /> END VIEW OF PIPE,LINER CONNECTION SIDE VIEW OF PIPERINER CONNECTION <br /> (2)','HOLES ON EACH SIDE r— T <br /> OF PIPE SPACED 3'APART ` tr GEOGRID <br /> AFTER LINER IS CUT AND PIPE INSTALED.SLIDE BOOT AGAINST I (REQUIRED IN <br /> TANK AND SECURE WITH STAINLESS STEEL BAND.THEN BOND TRAFFIC AREAS) <br /> BOOT TO TANK LINER AND SEAL END OF BOOT WITH SILICONE. <br /> REPLACE ANY GEOTEXTILE PROTECTION FABRIC REMOVED <br /> WRING BOOT INST&IATION PROCESS. <br /> W MIL.PVC COLLAR TO FIT IMPERMEABLE LINER BETWEEN TWO LAYERS OF O <br /> OUTSIDE DIAMETER OF NON-WOVEN GEOTEXTBE FABRIC OVER ACF R-TAN( 1T SCHRD PVC PIPE <br /> INLETM TLET PIPE i <br /> t60' J 1 <br /> ro I ° <br /> PIPE A I R-TANM^ <br /> PIPE ACCESS MODULE <br /> Ell, O.D. - 10' <br /> Y WMIL.PVC, <br /> TRIM AS NEEDED _ °_ I _ _S` <br /> ° 1 SECURE'LEGS'TO SIDES OF <br /> STAINLESS STEEL BAND SEAL END OF BOOT L L I 1 THROUGH(2)'MODUL wB LLEESTIES <br /> WI STRIP OF NEOPRENE NECK WITH SILICONE STRIP OF NEOPRENE UNDER - - t0' <br /> UNDER BAND BETWEEN BAND BETWEEN PIPE AND BOOT <br /> PIPE AND BOOT r STAINLESS STEEL BAND <br /> 30 MIL.PVC BOOT FRONT VIEW OF W MIL.PVC BOOT SIDE VIEW OF 30 MIL PVC BOOT <br /> a <br /> ACF 0)2&19 k ACF 0Yt Y19Z0 <br /> R-TANK TYPICAL INLET/OUTLET ' R-TANKHD TREATMENT ROW INSPECTION PORT <br /> W/30 MIL PVC BOOT { <br /> LET'S GE® LET'S EFT IT DONE FOR ADOITIONAL INFORMATION PLEASE CONTACT.ACF ENVIRONMENTAL,1800448-3636,wwWadenvironmen(aLoom <br /> FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACF ENVIRONMENTAL,1AW-C4B-3636,vww.eCLenvironRlea10.COI11 <br /> MODULES TOP AND NONCORROSIVE O1 <br /> SIDES WRAPPED WITH HOSE CLAMP NOTE.IF PIPE CONNECTING TO <br /> B OZ.NONWOVEN TREATMENT ROW IS URGER THAN <br /> GEOTEXTILE 01r MIN.SDRaS OR ASSPECIFIED� THE TMENT ITSHALL R ABUTTED - 28 t6- - -15)5'- <br /> ACCESS OEO=,_ FLUSH TO END PLATE AND SEALED , t <br /> MODULES RPE BOOT WITH A GEOTEXTILE BOOT. <br /> TYPICAL PIPE CONNECTH)N DETAIL 1, <br /> 0/r MIN.SDRJ PVC PIPE R-TANI-TREATMENTROW i E' <br /> W/BEVELED EDGE OR AS SPECIFIED_ - <br /> 1835 FRAME AND BY PROJECT ENGINEER (SEE PLAN LAYOUT FOR ROW LENGTH) <br /> REINFORCED CONCRETE COLLAR (BY OTHERS) <br /> BACKFILL COMPACTED TO [COVER 02C F&C ACCESS 41 -- <br /> 95%STANDARD PRO CTOR it DN PVC MIN 1E REQUIRED). - (T/P.BY OTHERS) <br /> NOTES DENSITY MAINTENANCE MIN.1'CLEARANCE FROM PVC A (/`�'1 B A 1Y <br /> THIS FORT IS USED TO PUMP WATER INTO THE SYSTEM PORT PAVED SURFACE <br /> AND RE SUSPEND ACCUMULATED SEDIMENT SO THAT I F..,L OPTIONµ <br /> MAY BE PUMPED OUT MANTENANCE <br /> MINIMUMREQUIRED MAINTENANCE INCLUDES A GEOGRID A ESSSTRLICTURE a <br /> ENp ENGINEER OF <br /> QUARTERLY INSPECTION DURING THE FIRST YEAR OF (REQUIRED IN TRAFFIC MEASI OIVERSIOWACCE53 (BY OTHERS) RECORD TO <br /> OPERATION AND A YEARLY INSPECTION THEREAFTER. A STRUCTURE W/tr SUMP I REVIEW.APPROVE <br /> FLUSH AS NEEDED. (BY OTHERS) 01r MIN.SOR.35 PVC PIPE <br /> ONLY R-TANWC AMID R-TANK9D MAY BE USED IN TRAFFIC iS AND E L SITIE <br /> APPLICATIONS. NONCORROSIVE HOSE CLAMP Wl EI.LED EDGE OR AS FINµ SRE <br /> B I—VENTING PERFORATIONS OIr MIN.PIPEORAS SPEC FEED By B)PROJECT ENGINEER '-O ISOMETRIC F , SPECIFIC DESIGN. <br /> GEOTEXTILE SPECIFIED BY <br /> PROJECT ENGINEER TOP _ <br /> R-TANK (BY OTHERS) RTANKiO =' <br /> (REGULAR SHOWN) ,+� - I • MAIN DETENTIONRETENTION SYSTE <br /> AC M 1 <br /> ••• (SEE PLANS FOR TUµ LAYOUT) <br /> • MAINTENANCE FORT <br /> DEPTH SUMMARY �vV e PEN(FLOW JUNCTION L (OUANTITYBLOCATIONS <br /> TYPE A B r� STRUCTURE BJ PER PLAN LAYOUT) <br /> ih. <br /> (By OTHERS) <br /> R-rANM° Ir MIN.36•MAX oN PwNs 'r 7-0-MIN STONE TRIPLE MINI R-TANIO'-ACCESS MODULE DETAIL <br /> R-TANI(w ZO'MIN-6.9S MAX t3' PERIMETER R-TANKHD TREATMENT ROW WITTI PRECAST INLET/ACCESS STRUCTURE PUT—E.E°ATAeeFm—DEE°w.emw <br /> R-TANK 1B'MIN-9.99 MAX 12. GEOGRID(REOUIRED IN TRAFFIC AREAS) $ <br /> o aS DIVERSIOWACCESS R-TANIO�ACCESS MODULES PLACED ITASOVE THE R-TANI SYSTEM. V) 'g <br /> STRUCTURE 11T SUMP PAVED OR GRASS TOP AND SIDES WRAPPED IN OVERLAP ADJACENT PANELS BY 18'MIN. <br /> (BY OTHERS) SURFACE 80Z.NONWOVEN PAVED OR GRASS <br /> GEOGRID SHOULD EXTEND 3'BEYOND THE - Q <br /> GEOTEXTILE EXCAVATION FOOTPRINT. SURFACE W <br /> / 1.5• SEE TRAFFIC LOADING DETAIL R-TANK°ACCESS MODULES 0 8'NOTCHES CUT IN SHADED TOP AND SIDES WRAPPED IN <br /> AREAS IB OPENINGS TOTAL) OR GREEN SPACE DETAIL FOR ppTlprygL BOZ.NONWOVEN <br /> COVER REQUIREMENTS MANTENANCE GEOTEXTILE Z �+ <br /> L ACCESS r <br /> e i DVERSION <br /> c PIPE _r STRUCTURE i W <br /> / '° WEIR tr MIN. WE IT SUMP 1rMW. <br /> C NONORROSIVE I (BYOTHERSI L Q <br /> NOTCH BOTTOM LLl <br /> 3.5- SOLID PLATE OF PIPE j <br /> NOTCHING PLASTIC,SLATE SEE PATTERN <br /> PATTERN , OREWIVALENT <br /> j <br /> OUTLET Y <br /> /BYPAS S Z O <br /> PIPE FQ- <br /> MAINTENANCE PORT ACCESS PLATE <br /> FOR R-TANI(LD,R-TANKHD,AND R-TANKHD / (SPERMODULE) <br /> ®' FLOW GEOTE"UES MUST <br /> / LET S GET IT DONE FOR ADDITIONAL INFORMATION PLEASE I:ONTAOT,ACF ENVIRONMENTAL.1-0OO4OB3636.www.xhnNmnmpMl.wm EXTEND A MINIMUM <br /> tr BEYOND MODULES <br /> T <br /> 01r BEVELED <br /> DEDGE DER AS <br /> WOVEN GEOTEX 5300 1 WOVEN <br /> EDp <br /> r `_SP CIFIED DEDGEJECT WOVEN GEOTEXTILE TO BE RSYSTEXO 2LATER ILE ACFS30ACED8 <br /> Ei SPECIFIED(Y PROJECT PLACED BETWEEN R-TANK IS MR M DUE MAIN DE PLAINS FOR <br /> NTION SYSTEM) R-TANK ODUL BE PULED BETWEEN <br /> g ENGINEER(TYP.) MODULES AND BASE IS PERMWULE)I _ (SEE PLANS FOR ACTVµ LAYOUT) R-TANK MODULES AND BASE � Oy13�M <br /> NOTE:DIVERSION WEIR ELEVATION TO BE SET BY PROJECT ENGAFER <br /> .E BASED ON TREATMENT VOLUMEIFLOW RATE REQUIRED, R TANRND TREATMENT ROW SECTION A-A R-TANWO TREATMENT ROW SECTION S-e 1 of 1 <br /> IS <br /> R—TANK TYPICAL DETAILS <br /> NTS C4.00 <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY <br /> Y DESIJNNED BY LMJ HYUNDAI <br /> SHEET <br /> 2 10/4/22 TJP KEC JD A <br /> E PUBLIC WORKS PERMIT RESUBMITTAL #1 • Call 811 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY two business days 16015th Avenue,Suite 1600 <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE beforeyoudig Seattle,WA98101 C4 21 <br /> DATE 11 206.62.2.5822 <br /> SCALE: <br /> 11 23 2022 wwW.kpff.com STORM DRAINAGE DETAILS e <br /> N0. DATE BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN <br />