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SOLID LID '
iS MANHOLE
v
\�- ROOF DRAIN
v INLET
v
° a
15.00'
\ 8" INLET FROM CB#1
IE: 4 1. 0
I
I 24"0 SOLID LID
ACCESS MANHOLE
v I
I
�' ---- 39.94'
DETEAWON VAULT
33.82'
21.11'
VAULT DEMENSIONS
SCALE.17- 10'
o v
° 13.
1 .1.
SCALE: I" = 10'
I NEEL-JEEL- 09
10 5 0 10 20
24'"0 SOLID LID
2/4" FRAME &
LEVELING BRICKS
TOP OF PT SLAB (SEE
LARCHITECT PLANS FOR
ELEVATONS)
EL 44.3 RESTRICTOR
F OW
L RIC R
s
---------- (SEE DETAIL 1/C4.2)
---------I00YR. EL=43.8---------------------
----------- 10YR. EL=41.84------------------------------- - u '`� DRAIN PER
8" ROOF DRAIN ARCHITECT PLANS
IE4 1. 0---------------------------------- _
2YR. EL=38.69-------- HANDHOLD STEPS OR
LADDER (SEE KCRS DWG
2-006)
i�
o-
5 -------DEAD STORAGE. ------------------- ----- IE OUT=33.25
�N -
- 6" PERFORATED
z WALL DRAIN
4' `N
IT
VA T Tl T Q PrTTfIV A_ e
SCALE: 1`_5'
DETENTION SUMMARY CHART
ORM
LIVE STORAGE VOLUME (CF)
DEAD STORAGE VOLUME (CF)
v
ENT
REQUIRED
DESIGNED
AS -BUILT
REQUIRED
DESIGNED
a.
REQUIRED
a
AS -BUILT
EAR
4,477
4,513
ON 10 3/8" BOLT CIRCLE
-
400
0.02
0.02
O
TEAR
6,972
7,033
O ��
-
400
'
0.04
a04
°
-YEAR
8,529
4v
WALL DRAIN
-
400
4
v.
0.06
a
--I
v
v
\�- ROOF DRAIN
v INLET
v
° a
15.00'
\ 8" INLET FROM CB#1
IE: 4 1. 0
I
I 24"0 SOLID LID
ACCESS MANHOLE
v I
I
�' ---- 39.94'
DETEAWON VAULT
33.82'
21.11'
VAULT DEMENSIONS
SCALE.17- 10'
o v
° 13.
1 .1.
SCALE: I" = 10'
I NEEL-JEEL- 09
10 5 0 10 20
24'"0 SOLID LID
2/4" FRAME &
LEVELING BRICKS
TOP OF PT SLAB (SEE
LARCHITECT PLANS FOR
ELEVATONS)
EL 44.3 RESTRICTOR
F OW
L RIC R
s
---------- (SEE DETAIL 1/C4.2)
---------I00YR. EL=43.8---------------------
----------- 10YR. EL=41.84------------------------------- - u '`� DRAIN PER
8" ROOF DRAIN ARCHITECT PLANS
IE4 1. 0---------------------------------- _
2YR. EL=38.69-------- HANDHOLD STEPS OR
LADDER (SEE KCRS DWG
2-006)
i�
o-
5 -------DEAD STORAGE. ------------------- ----- IE OUT=33.25
�N -
- 6" PERFORATED
z WALL DRAIN
4' `N
IT
VA T Tl T Q PrTTfIV A_ e
SCALE: 1`_5'
DETENTION SUMMARY CHART
ORM
LIVE STORAGE VOLUME (CF)
DEAD STORAGE VOLUME (CF)
RELEASE RATE (CFAs)
ENT
REQUIRED
DESIGNED
AS -BUILT
REQUIRED
DESIGNED
AS -BUILT
REQUIRED
DESIGNED
AS -BUILT
EAR
4,477
4,513
ON 10 3/8" BOLT CIRCLE
-
400
0.02
0.02
O
TEAR
6,972
7,033
O ��
-
400
'
0.04
a04
O �,
-YEAR
8,529
8,601
WALL DRAIN
-
400
4
0.06
0.06
TOP OF PT SLAB (SEE
ARCHITECT PLANS FOR
SE 1/4, S W 1/4, SEC. O5, T. 23 N., RASE., W. M.
KING COUNTY, WASHINGTON
MAXDWLW OPENING
OF GATE
HANDLE
w/LOCK PIN
LIFT HANDLE SHALL BE
u
ATTACHED PER
DJUSTABLE
MANUFACTURER
HOOK O
RECOMMENDATIONS./LOCK
fLAOCK
SCREW
ALTERNATES ARE ACCEPTABLE
PROVIDED MATERIAL
SPECIFICATIONS
ARE MET AND FLANGE BOLT
PATTERN MATCHES
SIX EVENLY SPACED HOLES
ARCHITECT PLANS ____
ON 10 3/8" BOLT CIRCLE
FOR BOLTING TO FLANGE
CONNECTION.
LADDER (SEE KCRS DWG
O
2-006) 8" INLET FROM CBJ 1
O ��
�, O
4
'
LEVEL LINE
,
O �,
,�O
-
WALL DRAIN
O
O
4
FRONT
SIDE
2 CLEANOUT/ SHEAR GATE
4 NOT TO SCALE
•
2470 SOLID LID
2/4" FRAME &
LEVELING BRICKS
ELEVAT06 S
a
nn n a n "p "a n. c. Gn :.ti n cn n an - an n a -n a Wn
FLOW RESTRICTOR = n
z
EL=44.3
c
.
(SEE DETAIL 1/C4.2)
�Z
-------Y
_ -100YR. EL=43.8-----------
m
m
DRA1N PER - - --------- OYR. EL=41.84------------
ARCHITECT PLANS ____
HANDHOLD STEPS OR _ ---------2YR. EL=3 .-----------
LADDER (SEE KCRS DWG
'
2-006) 8" INLET FROM CBJ 1
IE 41.0
IE OUT=33.25 -------- DEAD STORAGE 33.25 --------
6' PERFORATED 5-�M�M. 0 5% MIN
-
WALL DRAIN
4
VAULT SECTIONB B
SCALE: 1`5'
6" ELBOW -�
RESTRICTOR,
EL=41.75
ORIFICE DIA. =0.92"
SEE DETAIL
PIPE SUPPORTS.
NO. AS REQ'D
3"X 0.9 GA.
BOLT OR
IMBEDDED 23" (MIN.)
IN C. B. WALL ® 3'
(MAX) SPACING.
MIN. 1' SUPPORT
EL=33.25
ORIFICE 11 =
0.56" DIA
EL=31.25
RESTRICTOR PLATE TO
• ' BE SHARP EDGED.
SHOP DRILLED
Z
REMOVABLE WATERTIGHT w 3i
COUPLING OR FLANGE
- -O.F. EL=44.0 -� - - -
POLYPROPYLENE SAFETY
STEPS AND LADDER 6
A�1AX.
0
PLATE WELDED TO E
0
w/ORIFICE AS SPECIFlED
1.5 X D
CLEANOUT/SHEAR 2
GATE C4•
x
�? 12 0 SD o
o � -
0
_ N
N
4'
1
FLOW RESC7RICTOR
�C4.2) SCALE: 1 "=2'
flow _
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r3_ TYPICAL DETENTION VAULT
�ci-o NOT TO SCALE
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now what's below.
Call b you dig.
UTILITY CONFLICT NOTE.•
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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE
® 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 SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION
AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
CITY OF RENTON
APPROVED BY DATE: '1 «I S
APPROVED BDATE:
APPROVEDBY. DATE:
2 2ND BUILDING REVIEW BRK 08-19-201
1 BUILDING PERMIT SUBMITTAL BRK 04-06-201
REV. NO. DESCRIPTION INITIALS DATE
INfISMT iN4NNiERINi CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET
FS/TERESS 1300 LAKE WASHINGTON BOULEVARD N.
RENTON, WA 98056
TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: 015002518
SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M.
LEGACY RENTON
DWG FILENAME EDESIGNED BY- DATE SCALE: JOB NO.:
130623-FINAL.DWG 11-04-2013 1"=10' 13-0623
SHEET
DETENTIONPLAN C4.Z
AND DETAILS
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