HomeMy WebLinkAboutTED4003776.22PORTION OF THE NE 114 OF SECTION 6, TWP. 22 X RGE. SE., W.M.
KING COUNTY, WASHINGTON
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WIDTH. 0.010 FT 8
HEIGHT.- 2.091 FT - - - - -O.F. EL=126.02 - Q 50 YR.
---
12' FR.O.P. TEE-----
4
PIPE SUPPORTS.
NO. AS REWD
3' X 0.9 GA.
BOLT OR
IMBEDDED 23' (MIN.)
IN C.B. WALL ® 3'
(MAX) SPACING.
MIN. I' SUPPORT
EL=116.0
ORIFICE 11 =
0.84" DIA. OR 15/16"
RESTRICTOR PLATE TO
BE SHARP EDGED.
SHOP DRILLED
2X 036.00" BOLTED & GASKETED
ACCESS COVERS. RISERS & SLAB
T&G IMPRESSIONS AS REQUIRED.
FIELD POURED CONCRETE COLLAR
REQUIRED, BY OTHERS. SEE NOTE 2.
TOP SLAB
RISER T&G _
IMPRESSION,
AS REQUIRED.
018" MAXIMUM.
SEE NOTE 3.
° POLYPROPYLENE SAFETY
STEPS AND LADDER
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CLEANOUT/SHEAR 2
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MFLOWRESMICTOR
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VENTED
OUTLET HOOD.
_ 018" MAXIMUM.
SEE NOTE 3.
�l
BASE.
BASE SECTION.
.t .
PERK FILTER
t f CARTRIDGES.
CONCRETE FALSE FLOOR.
OUTLET CHAMBER.
CONCRETE DIVIDER WALL.
INLET GALLERY. INLET WEIR/BYPASS
ASSEMBLY.
OUTLET SUMP
NOTES:
1. PRECAST CONCRETE STRUCTURE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C857 AND C858.
2. FILTER SYSTEM SHALL BE SUPPLIED WITH TRAFFIC RATED (H20) BOLTED & GASKETED 036" CIRCULAR ACCESS COVERS WITH
RISERS AS REQUIRED. SHALLOW APPLICATIONS MAY REQUIRE CONFIGURATIONS WITH (H20) BOLTED & GASKETED
SQUARE/RECTANGULAR ACCESS HATCHES. CONTACT KRISTAR ENTERPRISES, INC FOR ENGINEERING ASSISTANCE. FIELD
POURED CONCRETE COLLARS REQUIRED, BY OTHERS.
J. INLET & OUTLET PIPE(S) (0 18" MAXIMUM) MAY ENTER DEVICE ON ALL THREE SIDES OF THE INLET & OUTLET CHAMBERS
RESPECTIVELY. FOR PIPE SIZES GREATER THAN 0 18", CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE.
4. INLET CHAMBER SHALL BE SUPPLIED WITH DRAIN -DOWN DEVICE, DESIGNED TO REMOVE STANDING WATER BETWEEN STORM
EVENTS.
5. PERK -FILTER SYSTEMS MAY BE SUPPLIED WITH INDIVIDUAL OR MULTIPLE 18" OR 12" HIGH PERK -FILTER CARTRIDGES. FILTER
CARTRIDGE MAY BE STACKED TO ACCOMMODATE HIGHER FLOW RATES. CONTACT KRISTAR ENTERPRISES FOR CAPACITIES.
6. FOR DEPTHS LESS THAN SPECIFIED MINIMUMS CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE.
*TREATMENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GULD SPECIFIC-_TIONS.
.�'4
' 4�,
MINIMUM DEPTH
- RIM TO OUTLET INVERT -
CARTRIDGE STACK CONFIGURATION
12'
18'
12' + 12'
12' + 18'
4.25'
[51.007
5,00'
(60.007
5.92'
[71.007
6.67'
(80.007
FLOATABLES WEIR.
PRIMARY BYPASS
BETWEEN FLOW THRU
TUBES.
FLOW THRU TUE
INTO FILTER CA
PERFORATED DRAIN-D,
FEED-THRU.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
C13#8
WATER QUALITY FLOW RATE (cfs)
0.06
PEAK FLOW RATE (cfs)
0.98
RETURN PERIOD OF PEAK FLOW (yrs)
100 YR.
# OF CARTRIDGES REQUIRED
5
CARTRIDGE FLOW RATE
17
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS
ZPG
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE #1
115.86
SO
12"
INLET PIPE #2
N/A
NIA
NIA
OUTLET PIPE
112.36
SD
12"
RIM ELEVATION N/A
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
NOTES/SPECIAL REQUIREMENTS:
W/ SOLID LOCKING LID
' PER ENGINEER OF RECORD
018" MAXIMUM.
SEE NOTE J. -
A
2X FLOW THRU
TUBES PER ASSEMBLY.
DETAIL A
INLET WEIR/BYPASS
ASSEMBLY
& DRAIN -DOWN.
SCALE: NONE
2X 036.00" BOLTED & GASKETED ACCESS COVERS
RISERS & SLAB T&G IMPRESSIONS AS REQUIRED.
FIELD POURED CONCRETE COLLAR REQUIRED,
BY OTHERS. SEE NOTE 2.
HANDLE UFT HANDLE SHALL BE
fADJUSIABLE
w/LOCK PIN ATTACHED PER
MANUFACTURER'S
OCK HOOK O RECOMMENDATIONS.
O/LOCK SCREW
ALTERNATES ARE ACCEPTABLE
PROVIDED MATERIAL SPECIFICATIONS
o ARE MET AND FLANGE BOLT
W PATTERN MATCHES
z SIX EVENLY SPACED HOLES
ON 10 3/8" BOLT CIRCLE
FOR BOLTING TO FLANGE
CONNECTIONQ
O - - - O O O
MA)CWM OPENING FRONT SIDE
OF GATE
2 CLEANOUTI SHEAR GATE
C'$ NOT TO SCALE
A 6' TYPICAL
DIMENSION WALL THICKNESS. 018" MAXIMUM.
SEE NOTE J.
=4011
,Cepr : • _ •.
• _ -
i
IL
INLET WEIR/BYPASS
ASSEMBLY.
PERK FILTER- CARTRIDGE/STACKS.
�-CARTRIDGE BYPASS PORT. VENTED OUTLET
SEE DETAIL A.--,
WASHINGTON INLET WEIR/BYPASS
ASSEMBLY.
G U LD * 018" MAXIMUM.
SEE NOTE 3.
_ ..... "
TREATED OUTLETS.
DRAIN -DOWN DEVICE. CONCRETE FALSE FLOOR.
SEE NOTE 4.
SECTION A A
4' VAULT
TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS
A
CARTRIDGE STACK CONFIGURATION
CARTRIDGE
STACK
QUANTHY
DIMENSION
- LENGTH -
(ID -FEET)
12'
18'
12" do 12'
12' & 18'
TREATMENT
FLOW RATE
/ CFS)
TOTAL FLOW
CAPACITY
(CFS)
TREATMENT
FLOW RATE
(GPM / CFS)
TOTAL FLOW
CAPACAY
(CFS)
TREATMENT
FLOW RATE
(GPM / CFS)
TOTAL FLOW
CAPACITY
(CFS)
TREATMENT
FLOW RATE
(GPM / CFS)
TOTAL FLOW
CAPACITY
(CFS)
3
7
20.4 0.045
2.9
30.6 / 0.068
4.3
40.8 / 0.091
5.0
51.0 / 0.114
6.7
4
9
27.2 0.061
2.9
40.8 0.091
4.4
54.4 / 0.121
5.0
68.0 / 0.152
6.8
5
9
34.0 / 0.076
2.9
51.0 / 0.114
4.4
68.0 / 0.152
5.1
85.0 / 0.190
6.8
6
11
4a8 / 0.091
3.0
61.2 / 0.136
4.5
81.6 1 0.182
5.1
102.010.22
6.9
7
11
47.6 1 0.106
3.0
71.4 1 0.159
4.5
95.2 / 0.212
5.2
119.0 1 0.265
7.0
MAXIMUM HEAD LOSS
1.7 FEET
2J FEET
2.9 FEET
3.5 FEET
TREATMENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GOLD SPECIFICATIONS.
4 CB #8STORMFILTERDETAIL
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018" MAXIMUM.
- SEE NOTE J.
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OLYMPIC FOUNDRY, INC.
BEEHIVE GRATE FOR USE WITH
SM60 20'x24" REV. FRAME
PART NO. S460BH
SECnON 5.1 ROOF DOWNSPOUT CONTROLS
FIGURE 5.1.3.A PERFORATED STUB -OUT CONNECTION
2O"X24"
10'X12'
18 X22"
random fill
6"
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filler fabric
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TRENC14 X-SECTION
NTS
slope --�.
to toad
drainage system
2' X VY
level trench
w/perf pipe
PLAN VIEW OF ROOF
NTS
3 PERFORATED STUB -OUT CONNECTION (Roa T>. -5.
Cg NOT TO SCALE , 0
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NOTES:
* MATERIAL: DUCTILE IRON, A-536, CL 80-55-06
S &RDCAGEDETAIL FOR TYPE I
C'$ N.T.S.
377622
2 CITY COMMENTS
1 CITY COMMENTS
REV. NO. DESCRIPTION
Know what's b@IOW.
Call before you dig.
UTILITY CONFLICT NOTL
CAUTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CAWNG UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAND UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
CITY OFRENTON
APPROVED B '� - DATE: �� I
APPROVED BYE----1 DATE: /Z .
APPROVED BY: DATE:
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERET-F, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@ INS IG HTENGINEERING.NET
JRC 10-28-2014 SITE ADDRESS. XXXX S 192ND ST.
RENTON, WA 98055 RE CE I VE L.,
SJM 03-05-2014 TAX ACCOUNT NO. 'S. 793100015106 J U N 2 4 2016
INITIALS DATE
CITY OF RENTON
PLANNING :?IVISION
p PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E., W.M.
ool TALBOT & SSTH A VE PLAT
W DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
110539-FINAL.DWG JRC 11-26-2012 1 "=20' 11-0539
SHEET
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DETENTION DETAILS of
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