HomeMy WebLinkAboutR-40721100
2
IV
D
D
ACCESS RISER W/2'
OFFSET FROM OUTLET
RISER (TYP)
. 48 "0, 4' DEEP
-CONCRETE' -SUMP
2' WIDTH ROCK'
PAD -FOR EROSION
PROTECTION
CONCRETE FLOW
SPREADER PER
DETAIL THIS SHEET
I
/_�GRA
'x1O' RAKED 12" VENTILATION
TED OPENING
PIPE (TYP
)
142
140 I
' I I
�. 138
DETENTION/INFILTRATION VAULT PLAN
036.00" ACCESS COVER & RISER.
0
INLET/OUTLET ACCESS COVER &RISER, � SIZE, QUANTITY & LOCATION MAY VARY.
p I
CONCRETE TOP SLAB.
CONCRETE BASE SECTION.
\ ><
/_\
1
OUTLET PIPE,
018.00" MAXIMUM.
UNDERDRAIN OUTLET r 04.00" PVC SLOTTED
ORIFICE CAP. ` I i UNDERDRAIN PIPE.
OUTLET CHAMBER. / r I INLET PIPE,
/ 018.00" MAXIMUM.
BYPASS WEIR.
INLET WINDOW
INLET CHAMBER. / IN DIVIDER WALL.
DRAIN DOWN DEVICE, \ ` tI/ / s DIVIDER WALL.
(SLOTTED PVC).
ISOMETRIC VIEW
FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY.
SCALE: 1 X
NOTES:
1. CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS.
2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913.
US Patents Pending
MOW` Biofiiter Oldcastle®
INFRASTRUCTURE
Underground Ph: 800.579.8819I Dldcaetlsetormxater.com
THIS DOCIR,ErfT IS THE PRAPERIY OF 001%ST1E INRVWRIICTURF INC. rT IS SUBMITTED FOR REFERENCE AMOSES OILY AND BNALL NOT BE
USEDIN ANY WAY 1TO THE 14TEREM OF SAIDCOIPANY. COPYI0201E OLOCJBTLE NFRRSIRIlCT1.RE, INC. ALL RIGHTS RESERVED.
BioretentioN Vault with Internal Bypass oRawllvc No. F� E0o ECO-0156 `:
BiofiBration y/� BPU-IB NA NEW 10 4 18 ip 10/4/18 SHELF 1 of 2
fEncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419
TRACT A
13,109 SF
I
I
4' WIDE 6,
OPEN
24" ACCESS
RISER (TYP)
OUTLET, f16.00" MAXIMUM.
I I
UNDERDRAIN OUTLET
ORIFICE CAP.
BYPASS WEIR.
A INLET WINDOW.
I. DRAIN DOWN DEVICE.
INLET, III MAXIMUM.
INLET/OUTLET ACCESS COVER & RISER,
SIZE, QUANTITY & LOCATION MAY VARY.
DIVIDER WALL
INLET, NEARSIDE
I:
BYPASS WEIR.
INLET WINDOW.
UNDERDRAIN OUTLET
ORIFICE CAP, FARSIDE.11
OUTLET, FARSIDE,
(AT FLOOR). ',
DRAIN DOWN DEVICE.
z
0 5 10
SCALE 1 " = 10'
01 DIMENSION
B DIMENSION - 6.00" TYPICAL
WALL THICKNESS
140
135
130
—0+10
143.41 FINISHED
GRADE
5'x 10' RAKED
GRATED OPENING
12" VEN
ILATION PIPE
12"
,.. — — 142.4
i
J •.
a
• s.
•.'J �•
, y.
•
�' •�• •...M.
12
1/2" LID
TOP OF VAULT=141.37t
i
i
--MAX W.S. 139.27—
_-----
a
72'
EXISTING GRADE
7'
CONCRETE LEVEL
SPREADER PER
DETAIL THIS SHEET
2' WIDE ROCK
PAD
134.37
12" INLET
..:
.:.
POTENTIAL.
NE OF OVER EXCAVATION
/
BACKFILL
/ 3/8" WASHED GRAVEL
USE CDF IF
BARRIER IS
REQUIRED
/ /
FOOTING
TYP)
NI
TIVE INFILTRATIVE SOILS
t\;
04.00" PVC SLDTTED
UNDERDRAIN PIPE.
Al
#i
�Iall
�
< <
A
DIMENSION
A
DIMENSION
y{
PLAN VIEW
TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY,
ACCESS COVERS SHOWN IN PHANTOM.
036.00" ACCESS COVER & RISER
1 60.00"
2.00' MULCH MINIMUM
BY OTHERS
�N `' 1B.00" StorrnMiz"'
1 MEDIA
4'
6,00" DRAIN ROCK
SECTION A -A ®4.00" PVC SLOTTED UNDERDRAIN PIPE.
MODEL
VAULT SIZE 1
(ID)
VAULT 1
FOOTPRINT
(OD)
TREATMENT
FLOW z
CAPACITY
(GPMICFS)
TREATMENT
FLOW a
CAPACITY
(GPMICFS)
A DIM
B DIM
Al DIM
B1 DIM
BPU-IB-46
4'
6'
T
T
25.610.057
28.810.064
BPU-IB-48
4'
8'
S'
9'
38.410.086
43.210.096
BPU-IB412
4'
12'
6
13'
64.010.143
72.010.160
BPU-IB-66
6'
6'
7'
T
38.410.086
43.210.096
BPU-IB-68
6'
8'
7'
9'
57.610.128
64.810.144
BPU-1B�12
6'
12'
T
13'
96.010.214
108.010.241
BPU-IB-816
8'
16'
9'
17'
179.210.399
201.610.449
0+00
'All Dimensions Are Nominal
2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus.
At 1.80 gprWsf Media Surface Area.
s Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/af Media Surface Area. US Patents Pending
BioPodTM Biofiiter Oldcastle®
INFRASTRUCTURE
Underground IS 8WN7isTH8T9IRwOFOtlestoEriRvWr.com
THE DOCLNEPri IS THE PRCPEATY OF OlDCA8T1E nR1A$TRIICTOFIE, INC. RISSUSMIn®FOR REFERENCE PURPOSES OILY ArASXALL IdTBE
c USED IN ANYWAY INIURIOUSTOTHE NTERESMID'SNOOOIPANY. COWMIR02MBIXDCISTLE NFRASIRNCTI INC. ALLMOFMRE WED.
BiorstentiorV Vault with Internal Bypass -,, I' I`:. F- ECD ECO-0156 —E
Biofiltration yp BPU-IB NR NEW 10/4/18 JPR 10/4/18 SHEEP 1 OF 2
D.
°yWA
39374
TERMS 1 AS—BUILTS
�ssIONAL��
03/1912021 N 0 .
REVISION
NOTE:
SEE STRUCTURAL DESIGN
BY KOSNIC ENGINEERING
FOR DETAILED DESIGN
145
140
135
130
0+00
SECTION B—B
HORIZ. 1 "=10'
VERT. 1 "=2'
24" ACCESS RISER
W/FRAME
AND GRATE
143.37 FINISHED
AND SOLID
LOCKING LID
GRADE
PER COR
STD 204.5
\ 0</4
TOP OF VAULT=141
37t
18'
18'
2;
MAX W.S. 139.27_V—
:.
' HA
OR
KCR
FLOW RESTRIC
OR
STRUCTURE PER
DETAIL
SHEAR GAT17
W/CONTROL
CONCRETE LEVEL
SPREADER PER
ROD PER COR
DETAIL THIS SHE
•
STD 237.30
° °. J A. .
12" OUTLET
IE (135.13)
f
12" INLET
IE=(134.75)
WASHED ROCK IN OVER
J
..
EXCAVATED SECTION. WALLS
TO EXTEND TO SOLID
NATIVE SOILS. (TIP)
FOOTING
(TYP)
1 1/16"0 ORIFICE
4.
48 "0
J
CONCRETE SUMP
J:
BIOPOD NOTES:
• INLET TO BE FROM NORTH (PERPENDICULAR TO
OUTLET)
• OPEN GRATE INLET REQUIRED.
• REQUIRED TREATMENT FLOW RATE = 0.1725CFS
SURVEYED:
SDM
DESIGNED:
EDM
DRAWN:
TLK
EDM
03/19121
SDM
CHECKED:
EDM
BY
DATE
APPR
APPROVED:
NEM
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SECTION A —A
HORIZ. 1 "=10'
VERT. 1 "=2'
140
130
1+00 1+10
140
REMOVABLE WATER
)HOLDS, STEPS
TIGHT COUPLING.
ADDER PER
4" PIPE
)CS 7-011
PLATE
WITH ORIFICE
AS SPECIFIED
PLATE
WITH ORIFICE ELBOW DETAIL
AS SPECIFIED NTS
130
0+70
Know what's below.
Call before you dig.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM •
Planning/Building/Public Works Dept.
00 00 (//1 K /\1
. Jam. �, • ., .'i y • J.
Y.
-------- MAX W.S. L39_9L
INTERIOR VAULT 1/4" NOTCH
WALL ELEV=139.02
® ELEV=(138.03) u
1 1/8"0 ORIFICE
12" OUTLET CLEANOUT GRATE
IE (135.13) nj
i4
J�' 4'
1 1 /16 "0 ORIFICE
4'
48"0 CONCRETE SUMP W/
2'x2' HINGED ACCESS
DOOR, (1 "x1/4" METAL
BARS), STAINLESS STEEL
OR ALUMINIZED STEEL
FLOW RESTRICTOR STRUCTURE
HORIZ. 1 "=10'
VERT. 1 "=2'
CONCRETE LEVEL
SPREADER PER
VAULT WALL DETAIL
2' WIDE ROCK PAD
8" FOR EROSION
CONTROL
12" INLET "
IE=(134.75)
CONCRETE LEVEL SPREADER DETAIL
HORIZ. 1 "=10'
VERT. 1 "=2'
�1D. MCC,
of Washrj
6" MAX. �, C,, 0'� C:�
42676 9
IST
OVAL LAND
REFERENCE COR STD 236.00 FOR
DETENTION VAULT & COR STD
237.00 FOR FLOW CONTROL TEE
THESE PLANS ARE "AS —BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: MARCH 3, 2021
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAPPHIRE ON TALBOT
DETENTION/INFILTRATION VAULT PLAN & SECTION
S
CIE)
Q
�
DATE:03/ 1912021
_
n=
(C1_
CL
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
18615
SHEET: 12 OF:19
R-407211