HomeMy WebLinkAboutR-385807a]I OUTLET
NOTES I " SUMP
1. VAULT SHALL PROVIDE HS -20 TRAFFIC LOAD RATING. A
2. VAULT SHALL BE PRECAST.
B �ow - O A
FLOW
"�- OUTLET
24'-
:
reeel
12" VENTILATION PIPE INLET
12 INLET PIPE ,
IE 21.50 W/ SDCO RING AND
� �
17.71 SOLID LOCKING COVER 17.2
iii iBliili i■■■ii■■■iii®iii�_60" I.D. MANHOLE
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES.
060" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE
IS REQUIRED.
CARTRIDGE SELECTION
CARTRIlDGE HEIGHT 27" 18" LOW DROP
RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8'
SPECIFIC FLOW RATE 2 1 1 gpm/ftz 2 gpm/ftz 1 gpmM 2 Qpm/ftz 1 gpm/ftZ
CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7. 5 10 15
ii■iiiiiiiiimii■ ii■iii i » STRUCTURE
12" BACK -SLOPED ■ 12 INLET PIPE
OUTLET PIP ® IE 21.50 TOP SLAB ACCESS (72") 0. D.
E Z SEE FRAME AND
IE 23.503 u7 �' i COVER DETAIL
A 17 6' 0.5X � A
■ 4" PERF PLAN VIEW
LADDER OR RUNGS FROM----------Si7DRAIN s R
. FOOTING STANDARD OUTLET RISE
ACCESS TO FLOOR CENTERED "~- ■iiiiii■iiiiiiilii■®iiiiiiii�iiiiiiiiiiiiii■ i■ iiia IE 24.00 FLOWKIT:41A
I
ON HINGED ACCESS OPENING 17.71 FDCO
24" ACCESS RISER W LADDER OR RUNGS FROM ������
/ 4 FOOTING DRAIN ACCESS TO FLOOR CENTERED 24" ACCESS RISER W/``
24" SOLID LOCKING LID CONNECTION ON HINGED ACCESS OPENING 24" SOLID LOCKING LID CONTRACTOR TO GROUT TO
RIM 29.74± B RIM 30.41 ± FINISHED GRADE
Vlbuw GRADE
ie.v RING/RISERS
IM 29.74± RMI 30.41 ±
,, x r--.$// >;--- r • � r-. _ `-•�:._, r,._✓ _� _ FRAME AND COVER
,r ., 3` 3.•.^ •r . }gin T. ..
... ._ i:.. r:._ J.._ L-.- < .y.. < <. .« . -,r lr 1 7` 7' >' 'J! J Jr `.l' .7i .l• J' t 1. \j'w` ..... .. ....
,
�� (DIAMETER VARIES)
/ X. ^,
k
/ i•, / . FLOATABLES N.T.
GEN NOTES
RML
\ E
SITE SPECIFIC
DATA IIIIIIECA)IIIIlEMENTS
c
STRUCTURE ID
SD#3
WATER QUALITY FLOW RATE (cfs)
0.052
PEAK FLOW RATE (cfs)
0.216
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
4
CARTRIDGE FLOW RATE
7.5
MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS
CSF
m
m
CA
PIPE DATA: I.E. MATERIAL
DIAMETER
INLET PIPE #1 24.50 HDPE
12"
INLET PIPE #2
OUTLET PIPE 22.20 HDPE
12"
RIM ELEVATION
29.30
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
N/A
N/A
NOTES/SPECIAL REQUIREMENTS:
PER ENGINEER OF RECORD
f \'` \
�, r , � BAFFLE
/ / \ �.
,:..;; %/ , : / , + , , / . ,/ �// //, ; ,, ' ;// \ / , \ �, , ,>.,/ , ,r ' ; % ; f 1. CONTECH TO PR VI
; ,' • . <,', /,� //•-.. � . /. f . ,' � ,' •. f , /� // , O � ALL MATERIALS UNLESS NOTED OTHERWISE.
. , \<.. \ / / \,�. STORMFILTER
\ \, '. \ �. ; \ 2. DW*NSI MARK WITH
12 BACK -SLOPED �i/; • , ; , , , / ,, , �� i , ` , f;> t , „ \, ONS ED O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
//,�, „; :, / ,, r, / / . Vii, /\ / /\ >/\,.4 /\
- // . /,!, +/ /, .:: CARTRIDGE
,*•, ; �,,, ° . ,. ;;, int` } • ,\, 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC
OUTLET PIPE A, '
• INSIDE OF VAULT LID
•.
• - � REPRESENTATIVE www.Cor4schES.com
IE 23.50
``' E- 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.
EL 25.54
MAX DESIGN AS. 4.5Q MAX DESIGN W.S. 24.50 ;\�- Q 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET
�� J/ r - w V PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST
-'\ - _ -a
4 PERF FOOTING WITH THE CONTECH LOGO.
DRAIN IE 23.00 �` ' 0 z p 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
1 ' MIN -.--- 6 WQ 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
U E- w Z 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
6' WQ STORAGE DEPTH ' STORAGE �'' INLET PIPE Lu J
" /,� !/ » .\' DEPTH \% p INSTALLATION NOTES
12 INLET PIPE ,\\� �' 12 INLET PIPE ,\`' ��:
f ` o = p 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
IE 21.50
_ ENGINEER OF RECORD.
` SEDIMENT STORAGE 18.50 - - - - - - - - `- ` 21.50 SEDIMENT STORAGE 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING
0.5% CLUTCHES PROVIDED).
3. CONTRACTOR T INSTALL ,. O OR TO ALL JOINT SEALANT BETWEEN ASTRUCTURETI N A
• . ;\ \\ SECTIONS SAND ASSEMBLE STRUCTURE.
4 `` . ° \// 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
\ 4:
f �., t
,`., , •. , . ; , ;, ,, .,, \' '. t `/\ >\,; 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET
HDPE OUTLET RISER STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE.
FLOW KIT COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
OUTLET SUMP 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
S :C A -A SEC B -B
SECTION A -A IN COMPLIANCE WITH CITY Of RENTON
STANDARDS
BY:
The Stormwater Mane C%ONTECH
9e nent
StormFilter" ENGINEERED SOLUTIONS LLC BY: Dom:
SCALE: 1m=5' fH9RiG vANY Bi PgOTEC kp BY G"4OR MORk IHFFG GWING ��T[�
us. TENT5
:1,7a,6n:d,0W.6TO:.,.OT;.,y.p.1T:6D2TAlG; °.lW,oae: N � V\
FE:A'IFG.fMEIGN PATFM3, fMl (RMPR PATENT6 PF.NGMG. 11t �1 A . O.1(@{►hEv. y�/m
STORMWATER WETVAULT FACILITY 9025 Centre Pointe 5 ? Suite 400 West Chester 60" MANHOLE W/4 18" STORMFILTER CARTRIDGES BY: °�:
a.F4.
800-338-1122 513-645-7000 � ,M 513-645-799% FAX 3 FAX
L:D: 'C.3 8 Soo h
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
�t ,
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
eng i nftri ng p11cwww.Ipdengineering.com
W�p
r rd
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue Suite 100 Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsavfamt.com
Professional seal
J. •A
*4
-apt, 30766Rtip w4
GISTB
`S'`SI�NAL
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 PERMIT REVISIONS 10.07.15
B
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
C)
DRAINAGE PROFILE AND
DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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