HomeMy WebLinkAboutR-3657380
C
C
E
F
r
J
u 2 3
I. F10MMIC1.0
4'I
TOP SLAB ACCESS / -/ `IS690.D.
SEE FRAME AND J
COVER DETAIL
PLAN VIEW
STANDARDOUTLETRISER
FLOWNIT: DA
SECTION A -A
STORM FILTER STANDARD DETAIL
OVERFLOW -
6' MIN.
CLEAN-OUT
GATE
CATCH BASIN
TYPE 2 - 54' DIAM
SEE DETAIL THIS SHEET -
CONTROL STRUCTURE
Id
SOLID ROUND LOCKING UD
2' MAX.
2' MIN.
0.00%
2' 1 .
2' MIN.
0.5' DEAD STORAGE
36'0 CMP
A L 7 0
A PORTION OF SW 1, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
STORMFILTER DESIGN NOTES
STORM FILTER TREATMENTGAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES.
072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT 27 IT LOW DROP
RECOMMENDED HYDRAULIC DROP (H) 3.01 11 2.3' 11
SPECIFIC FLOW RATE (gpmis" 2 gpmlfl' 1 gPmIO' 29pMfl' 1 gpWM 2 gpWW 1 gpww
CARTRIDGE FL OW RATE (gpm) 22.5 11.25 11 15 1 7.5 10 5
FRAME AND COVER
DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
SURFACE'
STRUCTUREID NNEEi61
WATER QUALITY FLOW RATE(ci8) I 0.091]
PEAK FLOW RATE ,K 0.527
RETURN PERIOD OF PEN( FLOW ( m) 700-
OF CARTRIDGES REQUIRED 6
CARTRIDGE FLOW RATE 5
MEDIA TYPE CSF, PERLITE, ZPG, BAC, PHS) IDB
15.60 (S) 15.60 (SW)
PIPE DATA: I.E. MATERIAL DIAMETER
INLET PIPE Na 18.16 DIP 8'
INLET PIPE 112
OUTLET PIPE 1 15.85 1 PVC 1 8'
RIM ELEVATION 20.95
ANTI -FLOTATION BALLAST WIDTH HEIGHT
NOTESISPECIAL REQUIREMENTS:
I. PER ENGINEER OF RECORD
GENERAL NOTES
1. CONTECH TO PROVI DE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH ( I ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3, FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE, xwwwnlEUEEG.o
4. STORM FILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT.
OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
6. FILTER CARTRIDGES SHALL BE MEDIA FILLED,PASSIVE, SIPHON ACTUATED, RADIAL FLOW. AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY(gpm) DIVI DED BY THE FILTER CONTACT SURFACE AREA (sq X).
INSTALLATION NOTES
1. ANY SERI BACKFILL DEPTH, ANDIOR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
LIFTING CLUTCHES PROVIDED).
3, CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET EISELE).
5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8INCHES, CONTRACTOR TO REMOVE THE B INCH OUTLET STUB AT MOLDED
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION RELATED EROSION RUNOFF.
SOLID ROUND LOCKING
FINISH SURFACE ELEVATION
BOTTOM OF
LIVE STORAGE
ELEVATION
TYPE 2 CATCH BASIN
BOTTOM PIPE' SURFACE' DIAM' BOTTOM LIVE STORAGE'
elev elev k elev(ft)
15.10 VARIES 4 15.60
DETENTION TANK DETAIL
SCALE: NTS
Date Plotted: 4/18/2013 12:13:35 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A7.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C603-606 By:
SCALE: NTS
7 10 11
meEFlo waGAyp
wiVjlnq WSW
L'InN:
T
Hata wdaeak acw -
whl alh[[rsscetlAed
ELEOW
R E T$- Bl aft
18OMETIaa
12
a min.aMeryeveqp}P
eeNaNpasaNE - R6'
nA untl J"AIImrqew
x Wm Kvww.v L4ac
wMlonlce Halewras
apCNl[(I (nPIu A1tl
h 4NI [wNNaHy3
NOTESI
1. Use a;YH*o m ora 54'Aemeter lYPe 2.
tete, boob.
2. Outlet Capachy.. 100 Yyw deMopw
Peek S
3. Mal Pans CortcslDn KoislAnc oAumSNorKialvanbadpartsPertarRe,
GaNeW¢atl qPe paA3 W rave esWttll
vratment 1.
4: Frsme antl laMerwslops Ntaele6'.
A Ckarlall gate is Mcs fru.I I. 8. CHnYwan apace NtlearoL Aser.arrJ,
C.Fm isC. mmola dewetauq.
5. If mesal aitlat pipe wmcear tomncent
cwwe(e Alpe: outlet Pipaio,ave SmwNlt
0.0. equal to wmtee plpe LD. less j`:
6. PraA&elWast one 3' X A90 gage sappwl IIScFa[amHaed Lo mrrceU, L
7. Corals elbow resWmerru ,I lo,tsaryioprstod mhMom To
oia tttaz.
Jlst8. Locate a6dlbiW laddw.rvrgslnawctures uswl as xmsarote L4seM vAWla to
allawaccosa wtrenwtpl baslnls flla6 Waiwalw.
13
Fa[
SECTION bA
14
RAN NEW
STD: PLAN - 297.00
PUBLIC. WORKS FLOW RESTRICTOR
DEPARTMENT OIL POLLUTION CONTROL
TEE MARCH y008
15
OUTLET STRUCTURE
N
sH
OUTLET PIPE ELEV. WELDED RESTRICTOR
PLATE ORIFICE DIAMETER
ELBOW RESTRICTOR
ELEV.
v , LC
CB/12
041I_
OUTLET STRUCTURE INFORMATION
DESIGNED:
STRUCTURE ID
INLET PIPE
ELEV. OUTLET PIPE ELEV. WELDED RESTRICTOR
PLATE ORIFICE DIAMETER
ELBOW RESTRICTOR
ELEV.
ELBOW RESTRICTOR
DIAMETER
CB/12 15.81 (E,W) 15.81 (S) 0.89" 18.711 1.24"
CBj18 15.60 (S) 15.60 (SW) 0.60" 18.10 0.50"
DETENTION CONTROL STRUCTURE
CITY OF RENTON
b : Date: - ez
by:Dater
by: Date:
by: Date:
R-365138
1\- beloKnowwhat's W.
Call before you,
It
DRAWN: JML/JFR
DESIGNED: KJCEIR
REVIEWED: JJG
LL
6cRA No. non
CADD FILE:
W
L1.) U)
LLI
0
Q
Q
1-_2
Z Z
00
F - o
Z Q
0
m
a3
0Lu a(0o
L Q
N°
o
z
DRAWN: JML/JFR
DESIGNED: KJCEIR
REVIEWED: JJG
DATE10.05.12
6cRA No. non
CADD FILE: 114770Ew
SHEETTITUE
STORM
DRAINAGE
DETAILS
BCM
SHEET
C6.04
PERMIT SET