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HomeMy WebLinkAboutR-402717I- O rJ V Z Y rr < n 0 �< V i ►i LJ z U_ °t Ic C FLOW UYCNIINU SECTION A -A FLOW T A x 0 J a FTIBC LONG SIDE CURB INLET MAX. MAX. UNDER- TREE MEDIA VAULT AVAIL- OUTLET/ BYPASS DRAIN GRATE DESIGNATION ABILITY BAY SIZE BYPASS FLOW PIPE DIA. QTY, & SIZE (L x W) PIPE DIA. (CFS) (PERF) SIZE FTIBC0604 N/A CA 6 x 4 6 x 4 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTI BC06504 CA ONLY 6.5 x 4 6.5 x 4 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC078045 MID-ATL ONLY 7.83 x 4.5 7.83 x 4.5 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0804 MID-ATL 8 x 4 8 x 4 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0806 ALL 8x6 8x6 10"SDR 35 2.37 4"SDR 35 (1)4'x4' FTIBC1006 ALL 1Ox6 1Ox6 10"SDR 35 2.37 6"SDR 35 (1)4'x4' FTIBC1206 ALL 12 x 6 12 x 6 10" SDR 35 t 2.37 6" SDR 35 (2) 4' x 4' FTIBC1307 ALL 13 x 7 13 x 7 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE. VAULT LENGTH UNDERDRAIN p1 0� r___-- I tL I LW rl x w o Am I I / I Z UJ Z Z - - 1+1 m -- - - _ Of W O -O O SDR 35 COUPLING o > ? i V CAST INTO PRECAST VAULT WALL L_________,r-------- I BYPASS 2"0 IRRIGATION L______ r------ O PORT, TYP. LL 3PLACES CURB LL (NOT BY CONTECH) PLAN VIEW PLAN VIEW PLANT PROVIDED BY CONTECH TREE FRAME AND GRATE CLEAN OUT FRAME AND CAST INTO TOP SLAB COVER CAST INTO TOP SLAB TOP SLAB Ir BYPASS CURB AND GUTTER -- -- (NOT BY CONTECH) 4" MIN. SEE FILTERRAw/ TERRAFLUME CURB INLET O DETAIL SHEET a. p � v0 40 ;;6w TERRAFLUME o w v Z TRAY v Z 9 3" MULCH LAYER _IT 10 1 PROVIDED BY CONTECH SDR 35 OUTLET 21" FILTERRA MEDIA LAYER COUPLING CAST INTO BYPASS/ PROVIDED BY CONTECH PRECAST VAULT WALL UNDERDRAIN FLOWKIT 6" UNDERDRAIN STONE LAYER 4"-6"0 UNDERDRAIN PROVIDED BY CONTECH PROVIDED BY CONTECH (VARIES BSIZ) BAY SECTION B-B SECTION C-C FTIBC SHORT SIDE CURB INLET MAX. MAX. UNDER- TREE MEDIA VAULT AVAIL- OUTLET/ BYPASS DRAIN GRATE DESIGNATION ABILITY BAY SIZE BYPASS FLOW PIPE DIA. QTY. & SIZE (W x L) PIPE DIA. (CFS) (PERF) SIZE FTIBC0406 N/A CA 4 x 6 4 x 6 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC04065 CA ONLY 4 x 6.5 4 x 6.5 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0408 4 x 8 4 x 8 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' MID-ATL FTIBC045078 MID-ATL 4.5 x 7.83 4.5 x 7.83 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' ONLY FTIBC0608 ALL 6 x 8 6 x 8 10" SDR 35 2.37 4" SDR 35 (1) 4' x 4' FTIBC0610 ALL 6 x 10 6 x 10 10" SDR 35 1 2.37 6" SDR 35 (1) W x 4' FTIBC0612 ALL 6 x 12 6 x 12 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' FTIBC0713 ALL 7 x 13 7 x 13 10" SDR 35 1 2.37 1 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE Witten FILTERRA INTERNAL BYPASS CURB (FTIBC) CONFIGURATION DETAIL SCALE: N.T.S. pocu5(gn'',Ehvelope ZD 6EECP566,6.02A-4 4A',Bt36AA638876 WIPE ZOf�EBEDDINC�-14Na'. BACKFILi, SEE NDI'E 5 t- FOUNDATION ILEv�L_ F,WA6UNDATJON MAT A` :T EQUIRED:�SEEN07E61�- Fl.EXIBLIE iPIPE `,�' GRAVEL-'BACKFILL�FOR PJPE ZDNE BFDOING{WSDOT i4173.'t2(3J} OR MAINTENANCE 'ROCK 1WSOPT:0j',%4)); 0LEX196i 0019 w6fi 8 IF., �P1�6VlDE{]NIFORNI�U�?PORTiUhIDER-l3A�R-EIcS. �' (HFNI�F [�NF)6R�NkCci€S:, IWCT LY DIVE llFVPE;'H�iONLY: SEE STANDiiD 1'JSDbitA.PWA'�PECIF1CA710N8 ,vSECTlDJ4`-094'f0`R 'TRENCHWIDTH. 5:: I�F�ZONE 8E1561N�ANF3 8Pi(:��LGIF1?1'EAT/�I'SH�i � Eb�N Iw�]SE LAl'EIiS.�iJD i;OfiANPACTEP,1 T'D,95°Ar IaaxlMDu;DENs�; Lb"- iIExCAVATE3JIV8FAfil.E�MATERtAL�QYVN TD FIRM (SOIL-I4ND REPLJt'CE YifRF1 T 13 QN6A'f1W-MA-VAIAL,0Msa RaRERSTAKID A _WQ_ W 9 DeTrAPWA PIPE-7VPE AINIMUM ICOVER(M P UBUC4 �PIiA!A ;4 IALLOWEDIN ZONE 1 _ �FTHE 7[PAT NE-0RRUGATEDPOLYETHYLENE PIPE ILCPEI. qxf -YES; TE`i•. FORRUGATED R%YETHYLEFIE R,IF-15 {CRE). �itRIPIE WALL --II . POLIyiKYL G�1-lOmmff-mP�(WC-) WD WS .TEES 'YES: ISOEIQ'WAckkGI+DENSIIY! �POLY YLfNNNE PIPtJHDf3gf PU B LYC�WVRKS DEPPiR'T.MAFMT DrAIwET€R �IIgN11AUM6018, I,ee ;3b1 Tb96" __IDPWIETERT I102-TO: 180.. F48- 10-10 ZONEi 40 COMPACTION - FL BILEfPIPt TYPICAL PIPE BEDDING SCALE: N.T.S. 45 AN FTIBC SQUARE CURB INLET MEDIA VAULT MAX. MAX. BYPASS UNDER- DRAIN TREE DESIGNATION AVAIL- BAY SIZE OUTLET/ FLOW PIPE DIA. GRATE ABILITY SIZE (L x W) BYPASS QTY. & PIPE DIA. (CFS) (PERF) SIZE FTIBC0404 ALL 4 x 4 4'-0" 6" SDR 35 1.42 4" SDR 35 (1) 3' x 3' FTIBC0606 ALL 6 x 6 6'-0" 8" SDR 35 1.89 4" SDR 35 (1) 3' x 3' N/A = NOT AVAILABLE 6ocu$fgnEnvelope 0,6EEC 5B6;Vo2A-4E4A-',B436-A317AA638878 SEESTANDARD, i_0.iifq_1LR-ildj4ii1f]-:I'E�(71Y Pk_-_1AIENTI' r RES]'ORATC(ii�BE4FilREAdE[4T& SURFACERESTORATION AS '. SPECIF IED iN CON TRACsT,DOCUMENTS- _ EXTSTING PAVEPIENi',SQIiFfI _., I a � , O E 8 Inc03' ! _ - ..... r - P 9T CN = - � �USHE.b'9URFACINGrTOP COURSE"RE{2 IWSOOT M. ISPEC9-,DT.9 ."BANK RUN (GRAVEL FOR TRENCH BACKFILL PER WSDOT ETD. SPEC 9-'0TT9: UR-GRAVEL. _ iORROW'. PER WSDOT STD, SPEC 9_03-14(i(- _ ICOMPACTED"TO 95%-DE MAXIMUM DENSITY' FRENCH A§ NEEOEDFOR �SHORINGSYSTEM wArNI )EP, H IS A' OR GREATER PIPE IPIPEZO- BE661� AND' A K LP€a-4STD,'IPL±[N52200.O T&122DAD AVMPAVED71RPr4$� ! i171YEC1-IiREA8 iuldTEsi ITL 'SEE'�iN APWASTANDAR(715PE6�L"'A71®NS�E�BTI®N�-Ugd�FOR''.. CiTW16T1#'., 2 EXCAVATIONS1DVEft '�DEE P SHALLICOF�LY }YITFIT SAPETY STAfJQAR,D DESCRIBEDIN DNAPFER295-155 PAR'T,N'OP THE-'WAC- 13_. MAJZ MQi+1 SAVT1U_MEPT14 ABOVE FIFT SML4 AOT9E EICFFDEf DETERMINBD;B1i,PIPE MANUFAtTUREA; 18'. IN PAV_e WAS, ASS FW\N £ OFS VFF , USE SGRU�uBEQ '[7�i�l�CtNG.T13P'COI'f1i�E`�N-�H��t�IR&��I�IG.L DE`P�'211�'.X�N '. �� �EE�,QIJS)'R41F710N PLMS FOR-5PQC1FI�.P,F�O:iECT i4EOl31REfJ6EN)r[+. t PUBLIC WORKS TYPICAL TRENCH AND BACKFILL DEPARTMENT Tt TYPICAL TRENCH AND BACKFILL SCALE: N.T.S. • Call 811 • ® two business days before you dig NO. REVISION STANDARD 90° NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4"-6" CLEAR THROAT - OPENING PRECAST TOP SLAB 0 as c `^a ° . a a, O ° Q a v. ° 4 ° a v . dq d v - Q ° a v a 41 ° ° v Q 4 CAST -IN -PLACE GUTTER AND THROAT OPENING ° (BY CONTRACTOR PER v a LOCALSTANDARDS) ° ° O THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED #4 DOWEL BARS @ 12" O.C. BY CONTECH TO BE BENT AS v NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF PRECAST VAULT WALL a d ° CAST -IN -PLACE GUTTER SECTION VIEW STANDARD THROAT OPENING PRECAST TOP SLAB TYP THROAT OPENING TYP PRECAST THROAT TOP SLAB OPENING TYP{ /^ I ` CURB 4" MIN. �e i �4" MIN. 4" MIN.. OPENING e OPENING OPENING CAST -IN -PLACE PRECAST PRECAST FLUME AND GUTTER VAULT WALL DOWEL VAULT WALL DOWEL (SLOPED TOWARD CAST -IN -PLACE THROAT) FLUME AND GUTTER (CROWNED AND SLOPED TOWARD FILTERRA THROATS) CROWNED FLUME REVERSE FLUME - SLOPED TOWARDS FILTERRA THROAT SECTION VIEWS OF TYPICAL FLUME APPLICATIONS SEE ABOVE FOR DETAILS NOT SHOWN cY"GNorcoNrew a"9 "rea sory oulc "sbaa "oce: (CONTECH I. ' ay b.a 0 lele ana" oCONTEICHIf Glsrepd bwen the splletllomtbwNetla basednb-I td-.Ooa 11o91eIh crepencesml bep-d o CONTECH,mtl-ly orreaveluon othe d-9I, CONTECH ae0lsbkt or tlesetlmmple orineccurete mfomietlon supprietl by olM1ers. C : NTECH' ENGINEERED sownoNS LLC FILTERRA THROAT OPENING DETAILS 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX DATE:###### FILENAME: FILTERRA THROAT OPENING DTL DRAWN:### CHECKED:# FILTERRA UNIT THROAT DETAIL SCALE: N.T.S. 0 v 30794 w� �GISTEg� 4 T' �'ssIDNAL E�O� SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 hftp://www.sittshill.com/ Project No.: 17668 Project Mgr.: KH Proj. Engineer: MBK Proj. Drafter: JMW L /! V J O O CD T 1 L J 0 O O CIS rr n R-402717 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING * SURFACE WATER UTILITY bbannwarth 11 /13/2018 rstraka 11 /13/2018 ' C O J C� SURVEYED: SCALE: DATE: Z VERTICAL:NAVD • CITY 0E WSADA PARKING LOT AS NOTED HORIZONTAL: NAD 1983/183/1991 DESIGNED: Q f� FIELDBOOK: K H DRAWN: RENTON PAGE: JMW ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public works Dept. GRADING AND STORM DRAINAGE DETAILS C3.3 0- MBK IF NOT ONE INCH BY DATE :A:PPR ROVED: SCALE ACCORDINGLY (PRIVATE & PUBLIC) ��l oF:25 r) Q U)