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NW 114, SE 114, SEC• 30, T.29N., R.5E., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />LAMELD LAMELD
<br />TO
<br />851 Houser Way N MODULES Es � 851 Houser WayN
<br />Material Quantity � Renton, WA 98057 United States
<br />Ph: {425} 254-1075 e rr r rwfr � r f�i Renton, WA 98ii +7 United States
<br />ST-36 52S a WLi�'VV.likyl4'ldgrolT. orn r f rtr fir r r rrirrf r,
<br />'' �- Ph: 14251254-1Q75
<br />Platens l 056 « n71rI. 1,.
<br />`, svr.txytieid8ratip:calu
<br />`" .• .. - � SINGLE
<br />STACK
<br />1yy (jam ��'(,T
<br />SINGLE STACK x
<br />36 +Ohunils 4.224 1 3'-0" {594 mm)
<br />t s ,
<br />r aP O a�. 8 COLUMNS PER src+aaAeaxautwrs . `
<br />36 Side Panels 536 MODULE SYSTEM RC3UNDORIFIGE ldULTtsTAGEc�tsiFICE saXalalFiCE MODULE SYSTEM
<br />' n r.as,a4 +a •• o a fia . MODULE r L;rIN. 1"
<br />not
<br />, QfJ�itA�Oat?4�t �QDf>at tl ORIFICE CONFIGURATIONS (BY OTHERS)
<br />es a " �,m>,y,•agdPaaom a+'a c3'Per"%> I _ 7 2 3
<br />lt1 Qbser'watiurr Poll 13 , Total Storage Volume ?884:?91't- � pG,�ti4tit7t?;CiGIdOb,Q Total Storage e altulle . 884..,9 ft
<br />.1-M o. o Ames o f
<br />Module Storage Voluale 6,914.69 ft' SIDE PANELS ARE NOT REQUIRED Module Storage Volume 6,914.69 ft'
<br />—� ISOMETRIC VIEW � ON MODULES DIRECTLY ABUTTING
<br />Elevations TOP THE CATCH BASIN
<br />Staiie Storage Volume 969.6Q �' Stolle St(1rsge'4*oltulle 969,6#i ft'
<br />iMDETA A PRECAST A•A CROSS-SECTION
<br />asTx CONCRETE
<br />Le pelixlg Stone Invert Xxx System Footprint 3.18413 CATCH BASIN . : ' ' rrrrr� System, Footprint 3.184 ft-
<br />(BY OTHERS) STORMTANKa MODULES , r
<br />Module Invert xxx Estimated Geotextile Fabric LPs--i,c".soyd
<br />•c An 3s(a:Qr d- , Estimated+i Geoteatite Fabric Lres=l.a1s scyax
<br />Li�ro=3
<br />LPr0=3.359,01 d%
<br />Top of Module xxx r " Estimated Linea: 13,500 W
<br />Estimated Liner 3300 t, 1,61(457 „}
<br />Top of Stone Backfill XV-X " I I MAMMUM PIPE DIAMETERS 2 3
<br />Estnllated Stone i%c�lttn2e . GG.67 d + • e
<br />14�linrruurii Finished Grade x.�x "�E ST:� � � L
<br />NOMINAL FIFE DIAMETER Estimated Stone V'oluilie .�66.67 yd
<br />9PfIb4 Gfl4P MOOULE
<br />s�cas a cal (mmr ,
<br />Excavation Required. 648.59 yds _ ,aD oaliar o ST-,B to"(35e1 PRECAST i* '� r Excavation Required 648.59 yd'
<br />: m FRONT S!
<br />.--�-�� sr-34 29" (SDa) CONCRETE
<br />8T-30 25" (660) GATC1a BASIN
<br />i � i i � � Excavation Depth S.Oit 1i
<br />Excavation l3pptll S.�Q 11 *� .
<br />A. STORMrAtJ MODULE - ST-�B #� t9t31 ti ... , G x .' ,., t k
<br />zv • • • • • r s:-aa zs txsrl f Stone Type clear
<br />t Stone Type clear NAME i1F.IGHT( ) CAPACITY(0) VOID RATIO NOMINALw�ft) ,d0,6Q,tIar3gaa,
<br />UW-AA LM
<br />re Vasa, STX W 1310d(0�31) 9703t0b (16) .9D;99;d�;4C,4G, SE TI t &-A Stone roid'Space 40%
<br />Stone Void Space 40% (s1<}
<br />a. All dimensions are measured in millimeters unless noted otherwise. Module T)v ST-36
<br />Module Type ST-36 „ ••
<br />3 914 mm SIDE PANEL DETAIL TYP. CATCH BASIN ABUTMENT DETAIL
<br />b. Reference Brentwood Industriesstandard drawings and dates for detailed information. � 316 (9�# 4 mrnl� Mt�Dt1 LE DETAIL 2 fi ( � �`"`3�
<br />� - THE LANDING AT
<br />c. Reference current Drentw000d Module installation instructions for proper installation THE LAI DI�vG AT PORT +G.ARDNER
<br />practices. PORT GARI NER Everett, WA
<br />[httpll W,brentwoodindustries.conVproducWstormwatet-manageterent Everett, WA REV. Record of Changes Date 81
<br />/stAlrntdriklikicidule:3he BatWr85 REV. Record of Changes ate Re' FINISHED VEGETATED AREA TOeEDESIGNED
<br />. y - V ,, WITH ADECtUATECCR.7PA+GGTEDFad1 iSTeliiltiT1211 3�t'7iTixi� 3�ISEF1$ T;33
<br />d. Err nett of record to confirm confOrruance to manufactL rer s ova le 1 it o (DESIGN BY ENGINEER OF RECORD) FOR DESIGNED LOAD RATING Engineer r allowable proximity y l
<br />other Sfi`riCtirY@S and slopes, /1, �rraa,sae�suRFaca: sots•ACEr.,�xrEe�e€+asEnccawEa•aufl�rr, � 'J
<br />Eq^yp( �% [� PrelliziilxaLy i3ra�•Iing 24SE1'18 I,.tl {EN{ifP•EERTtF C&�11=tt�A1} (DESIGN BY ENGINEER OF RECORD)
<br />\1 I
<br />2 MOD D LAY -OUT SUITABLE COMPACTABLE FILL 7
<br />e. All inlet and pipe locations and designs by other's, -off SCALE: 1:100 OR PAVEMENE SUB -BASE NUN, T-W
<br />MISER £+kAE CONCRETE RJNG %' (19 rnm) CLEAR STONE (G 1tl MM)
<br />The sub -grade and side backftll needs to be compacted to 95%, unless rioted otherwise. 40�'PTH4:R, (PESIONEAOYQTMR$) LAYFIELD LPSNON-WOVEN
<br />GEOTEXTILE (OR EQUAL) MAX 1 V-0'
<br />During and after instailatton, the Brentwood Module area should are clearly marked and FLEXIBLE COUPLING NON -WOVEN oEca•-cExTu.e FABRIC (LAYFIELD SURROUNDING MODULES AND t3.3b m,
<br />MODULE361TONEINTERFACE
<br />t� � , , 8 LPBORAPPROVED EtJUAL) MIN.t'.1i"
<br />roped off to prevent unauthorized construction sand equipment trafficking over the OBSERVATION 2 LAYERS M LAYFIELD LP10 VARfE5 ( )
<br />modules.poRr MTN LONG NON -WOVEN GEOTEXTILE
<br />Erro uuro MODULE (PCBDETENTION 5�8 ON Y) ( EQUAL)
<br />ON SAROUNDOIL INTERFACE
<br />1
<br />h. To of Ground water is to be maintained 610 mitt (2 ft below the module to prevent NOTE_ LOCATION OF DEBRIS ROW AND SEE DETAIL A
<br />P , �` � p NON -WOVEN GECi.TEXTILE FABRIC (LAYF.D ( )
<br />buoyancy, unless otherwise noted by engineer. OBSERVATION PORT IS TO BE LP8ORAPPROVED EQUAL) x>(1,9II>m} M0,L
<br />017 Pam AIa itel
<br />i, The quantities related to stone and geosynthetics are estimated values as the roll size, CONFIRMED P �,, NATIVE ANGULAR STONE ' "") TYP. Construction Details
<br />overlaps, waste, ect. may vary. Module Layout STORMTANX6 MIN,1'-01 Drawabryr ch dBy:
<br />Drawn, by, Checked By: •• w ENGINEER OF RECORD MODULES (305 arid) i %7a1ix
<br />Hattie DETAIL A RESPONSIBLE FOR ENSURINGKH SEE DETAIL A (IF Scale Date_
<br />SUSGRADE SOILS MEET BEARING IMPERMEABLE LINER 15 i YTB +4sElx i 8
<br />Scale Date:
<br />Date. ANDS'ET LING REQUIREMENTS
<br />24SEP18 REQUIRED)
<br />4 SINGLE STACK 5 TYPICAL SINGLE STACKED SYSTEMt.
<br />sneer `�
<br />NOTES Contractor to confirm that quantities shipped to site match those listed above. Please report any discrepancy or damage to Layfield immediately. 5-t13 OBSERVATION PORT DETAIL s-03 BASIC CROSS-SECTIONO3 OF 07
<br />02 OF 07
<br />2 TYP. CONSTRUCTIONDETAIL
<br />1 MODULELAYOUT
<br />C4.3 N. T. S. i
<br />C4.3 A T. S.
<br />Know what's below.
<br />IlRWYCONFLICTNOTE.. Call before you dig.
<br />CAUTION:
<br />. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />LAYF�E�L,D DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
<br />THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
<br />851 Hauser Way HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br />Renton. IWA 98057 united States SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING
<br />Ph: (425) 254-1075 ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS
<br />ww",layfxeldgroup,com TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS
<br />STEP t; STEP 2: STEP. STEP 4: STEP 5: STEP 6: / OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
<br />RISER PIPE LAYFIELD UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF
<br />s�.Ii� Isla mm} NON-WOVENGEOTEXTILE 7 /^�
<br />1'-$" lei4 nTstl} OBSERVATION FABRIC (LAYFIELD LPG OR SINGLE STACK CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH
<br />�- PORT APPROVED EQUAL) 85l Houser Way N MODULE SYSTEM CONCRETE COLLAR CONCRETE COLLAR INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO
<br />PROCEEDING WITH CONSTRUCTION.
<br />Renton, WA 98057 United States
<br />4ttgt� C3CJap� $ ALIGNMENT SURFACE GRATE CLOSED COVER AND FRAME SURFACE GRATE NF CLOSED COVER AND FRAME
<br />a 1E3C3
<br />HOLES (2 Ph: (425) 254-1 Q75 (ENGINEER TO CONFIRM) (ENGINEER TO CONFIRM) Total Storage Volume 7.884.�19 ft,
<br />K7 '�>"CaeQaoQ) C7'QD°4C?tl PLACES) wwtv.layfieldgroup.coiil
<br />M. m 6" (152 m} RISER 10" (254 mm) RISER
<br />•° `°4 aac.�o4 STACKING PIN Module Storage Volunie 6,914.69 its
<br />(2 PLACES} �y
<br />rn SEE TABLE A FOR TOP PLATEN SINGLE STACK :� t Stone Storage Voiwne 969.60 Ala 2 CITY 2ND REVIEW BRK 12-07-2018
<br />OPENING SIZE INSTALL OBSERVATION PORT FLANGE PLATE
<br />MODULE SYSTEM /(\/ ✓\/t /i///i/i//�ii/i/!/ii//i/fir/' i/�/i//j//f/i///i//j/i//i� System Footprint 3,184ft2 1 CITY 1ST REVIEW BRK 10-10-2018
<br />MARK $. CUT FLANGE PLATE FLUSH W" INSTALL GEOTEXTILE- SEAL FABRIC TO OBSERVATION INFLUENT "WYE"
<br />TABLE A OSSER'VATtGN PORrta,edFUSiON CIRCULAR RECESSES (2 MODULE SIDE "WHEN MODULE IS ON THE WRAP SPECIFIED GEOTE)(TILE FABRIC AROUND - PORT WITH SS BANDING, WATER CONNECTION ✓%\�'\ \ \\f\\� Estimated Geotextiie Fabric LP�L679.50ycV
<br />PORT rz€ C7FENvZE Ri9RR EW. PLACES} TardlStarageValtuile 7,884,29ft3 ✓�✓ /� ✓/� \�f\\ LP10=3359:01y& REV. N0. DESCRIPTION INITIALS j___DATE
<br />PERIMETER OF THESYSTEM,° ENTIRE INSTALLATION OF cnLE FAANK MODULES. CUT RESISTANT TAPE OR NYLON
<br />6%152MM) Tltt$sam! 6°(152mm) ,:BSER ATI INPO TAND EEL FABRIC AT ZIP -TIE
<br />e-I2oammi 9' I229 n+ml a• L3aammi OBSERVATION PORT AND PEEL EDGES OUT. �1rli)Cl1rle Storage �"alUnle 6,914.69 f13 //�r\/\ �✓\ \✓\\\/\ • • • • • • Estiillated L]ilei' 1�.SOO its
<br />t+I' {25dmmi 1S° E" mmF ',0° I +1 - INFLUENT PIPE
<br />\ QDQ QD QD DQD OQ DQD
<br />LAYOUT$. GUT OPENING INTO THE CENTER OF THE TOP T ✓1 ✓ • • « • • • t ♦ DEBSTORIS RNK MODULE • ♦ ♦ • • , Estimated St0112 V011inle 266.67 yd'
<br />QD•QDtQD•QDQD•
<br />PLATEN FOR NTWOOD OBSERVATION PORT. Stone Storage t altuiie 969.6U it D • .. « • . ,
<br />+�^ OBSERVATION
<br />gyp • ♦ • « t • • DEBRIS ROW PERIMETER PD♦QD+QD,QD,QD, EXCalatiOAR�f(trii'ed 64$.S9yd
<br />TYP. OB*�FsR ATION PORT `System Footprint 3,194 {tz �TT I I I SIDE PANELS • a - -
<br />_ ► • • • • • Excavation Depth 5.00 ft
<br />�+ A r It �y w6 DETAIL
<br />A f \✓�\,\\✓ ✓\✓ \ GEOTEXTILE FABRIC AROUND •Q •QD•' s r
<br />INS I ALLATION DE i AIL Estimated Geotextile Fabric LP6-1.879.5oyd- ✓\✓\ \✓\✓✓\\✓/\/\\/ PERIMETER OF DEBRIS ROW. s
<br />LPLC�3,3S9,01-d= � X 114 \< / •4DQD Stone Type „ clear
<br />✓?\/�//\/✓\/�\//\\/�\/� • EOTEXTILE FABRIC SECURED
<br />9TEP 1: STEP 2: ? STEP 4 STEP 5: Estimated Linea' 13,500 f1= ✓✓\ \/r/\f \//\\✓/\/✓ •QD TO SIDE PANEL WITH ZIP TIES -
<br />STEP Vold Space 40° o
<br />LOCATE AND MARK OPENING REMOVE SIDE PANELS FROM MODULES REINSTALL SIDE PANELS INSTALL PIPE (SLIP FIT) WRAP AND SECURE GEOTEXTILE ✓�/ /✓\�\✓✓/�/%\✓
<br />AND CUT OPENING \ \/\\\✓\\j\\ \ \✓ \ \ \\✓ /\\/ ✓ \f / \/\\ \/\ / \/\/\✓ \/\ \ \✓\/\/ \ \/ \ NOTE cEorExrlLE HEIGHT eased ON
<br />Estimated Stone Valtlilre 266,67 d3 / /�\✓/ ✓C�✓/ /✓ ✓ / ✓ / ✓ / ✓ / ✓ ✓ \/\/ / \✓ \/ / / ✓ HYDROGRAPH ELEVATION OF SELECTED STORM Module Type ST-36
<br />y \�" \` \\ \ \ ✓\'!\✓\\ \\ \ ✓\ \\' \" \��✓\/\\✓\ ✓\ ✓\ ✓\ ✓\ ✓\\'/ \ \ ✓\ OR MINIMUM 12" (305mm), WHICHEVER IS
<br />✓,\✓\✓\\✓\\/\✓\\>\�✓ ✓\✓ 1\✓\y\✓\v y �\ ✓\✓ \\✓ CITY OF �IE� ITT
<br />i'•3" (467 mm) NON -WOVEN FABRIC ✓✓\ \✓\✓✓\\✓\ \\�\✓✓\\✓ �, ✓ \✓✓\\�✓\\✓\ \\\✓�\ \ ✓ \✓ \\✓�\✓�\\✓✓\\\ \\✓t\ \\✓✓\✓\ \✓\✓✓\ \ GREATER. N REVIEWED
<br />� ` i
<br />GEO7EXT L ABR Excavation Required 648.59 d' ✓j ✓ O r�✓� ✓/✓�%✓�/ //\/j ✓j�/✓ // // / //✓\\/✓ //✓\/j /✓\/�/\//� ✓ �✓ /✓ / ✓✓j✓// COLLECTED DEBRIS BUILD-UP THE I fi KING AT REV ! � � ( O R PERMIT
<br />1.4- ( .56 mm) (LAYFI LD LECiUA \ \\\/\✓\ \ \\%\~I\\ \\%\\�\� \%✓� j\\j\\\/j\\ j\� j\\l✓�%% f/\\/✓✓\� \ T ✓\\\ (SHOWN FOR CLARITY) PORT G:3RDNER � N U E D F F ! r S B E !
<br />Max. APPROVED L} \✓\\�\\✓\�\\\✓✓\\\\\✓\��\✓\�✓\\ \\ \✓\ \�i\\ {�✓\\✓\✓i\✓\ \\i\\✓\\✓\✓.\\�\/\\\✓\\ \✓\\ ✓\
<br />SIDE PANEL TOP PLATEN Excavation Depth 5.00 ft ✓i\�✓✓.✓ \%✓✓\`✓/\\\✓✓\\✓}\✓✓\✓%✓f\\'✓i\✓/\\\✓��✓/\\✓��\y✓\\✓\l,✓/Y\\✓\\✓\\�j✓\\✓✓\`✓\\✓/\\�✓/\\\✓?���r\\�r✓\\\i\✓�\\\ Es Brett, �4 A
<br />SEAL FABRIC TO INLET `C
<br />OPENING FOR PIPE PIPE WITH SS BANDING, REV. Record of Changes Date By
<br />INSTALLATION SIDE PANEL WATER RESISTANT TAPE
<br />VARIES Starve Type r Clt cab'
<br />OR NYLON ZIP TIE (iIY
<br />OTHERS) A Preliminary Drawing 24SEPIS KH
<br />(BYOTHERS) TStone Void Space 401!% TYP. DEBRIS ROW DETAIL
<br />Ohm COLUMN (BY
<br />PIPE _
<br />(BY OTHERS) Module Type ST-36 S-O5
<br />TRACE OUTUNE OF $tDE PANELS AFTER - E DETAIL - -
<br />PIPED TO BE REMOVAL THE LANDING AT
<br />INSTALLED •, PORT GARDNER
<br />SMALL DIAMETER (14" [366 mm] AND SMALLER) Everett,'4VA
<br />PIPE CONNECTION DETAIL RE'47, RerorcirrfClianges Date By P.O.
<br />ENGINEERING CO.
<br />STEP ,: ST P STEP a: STEP a: STEP �: Page Name: P.O. BOX - 147$
<br />LOCATE ANCEP 1: OPENING � WRAP AND SECURE GEOTEXTILE Preliminary Draixi ng 24SEP18 Kai TYP. Debris Row Details EVEF-ETT WA 98206
<br />REMOVE SIDE PANELS FROM MODULES AND REINSTALL SIDE PANELS INSTALL PIPE (SLIP FIT) IL
<br />CUT OPENING
<br />NON -WOVEN GEOTEXTILE FABRIC Drawn by: Checked By: (425) 303-9363 (425) 303-9362 FAX
<br />SIDE PANEL , (LAYFIELD LP6 OR APPROVED Kra Name
<br />EQUAL) Scale Mite: INEO@a INSIGHTENGINEERING.NET
<br />36' (814 tnm) E NTS 245EPi 8
<br />E
<br />18° (457 IranL
<br />> SEAL FABRIC TO INLET shw SITE ADDRESS: 3632 BUCKER AVE
<br />_-_
<br />PIPEWrrH EVERETT, WA 98201
<br />T.4 (35.56) 55 BANDING, WATER05
<br />D t + MAK RESISTANTTAPEOR F 07
<br />' TOP PLATEN NYLON ZIP TIE (BY TAX ACCOUNT NO.'S: 00451401301700, 00451401302000,
<br />• OTHERS) --- 00451501000001, 00451501000000
<br />VARIES
<br />SIDE PANEL 4 TYP. DEBRIS ROW DETAILS
<br />• TYP. Pipe Penetration Details C4.3 N. T. S. R. PERMIT # PW 1805-050
<br />OPENING FOR PIPE - COLUMN Drawn by: Checked Br
<br />TRACE OUTLINE OF INSTALLATION INLET PIPE Name o� WAS t NW 114, SE 114, SEC.30, T.29N., R.SE., W.M.
<br />{SYaTHERS}
<br />PIPED To BE
<br />~ SIDE PANELS DETAIL 5ca3e Dale
<br />INSTALLED
<br />AMR REMOVAL Nis 24SEP18 THE GARDNER �Q O�
<br />INLET PIPE Sheet --LANDING AT PORT
<br />3 LARGE DIAMETER (16" [3$1 mm] AND GREATER) (BY OTHERS) DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br />S-0 PIPE C©NNECTICIR DETAIL 04 OF 07 6499
<br />170891-FINAL.DWG ISPC 03-28-2018 1 "=20' 17-0891
<br />o j S T --- _.Cs1
<br />3 TYR PIPEPENETRATIONDETAILS
<br />C4.3 N.T.S.
<br />
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