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12" DIRTY STO
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IE =21.0
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EQUALIZER PIPE
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ACCESS MANHOLE BEYON
RIM =30.3±
30
°
CONCRETE WALK
ELEV. =30.2±
Y COMMUNICATIONS CD
DUCT BANK INSIDE TOP
�'
000 OF VAULT 22.0
000 00
ELECTRICAL 00
DUCT BANK 1.3'±
° OUTLET N
ELEV. =21.0
2/6/15
C
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PERMIT CORRECTIONS #1
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COUGHLIN PORTERLUNDEEN
EXIST EQUALIZER
PERMIT CORRECTIONS #2
PIPES Q
PERMIT CORRECTIONS #3
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A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
CD
?11Q 112TH AVC. NE SUITE 500
801 SECOND AVENUE - SUITE 900 P: 206/343 - 0460"`
13ELLEV,JE WA 98"
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SEATTLE, WA 98104 F: 206/343-5691 1425463.2000 f 4z5 4b310o2
SOUTU P O n T
ONAL 'A /15 /
SEGO DEVELOPMENT. INC.
Mu,vanrYG2 ccr- I
NO.
REVISION
ACCESS MANHOLE BEYON
RIM =30.3±
30
°
CONCRETE WALK
ELEV. =30.2±
Y COMMUNICATIONS CD
DUCT BANK INSIDE TOP
�'
000 OF VAULT 22.0
000 00
ELECTRICAL 00
DUCT BANK 1.3'±
° OUTLET N
ELEV. =21.0
EXISTING
PILES
TOTAL PROVIDED STORAGE VOLUME =
(31' x31' x11.58') +(31'x31'x12.08') = 22,737 CF
TOTAL VOLUME REQUIRED = 15,246 CF
Approved By :_
Approved By:.
ACCESS MANHOLE BEYOND Approved By:,
RIM =29.9±
Approved By:
RESIDENTIAL BLDG.
"B" AFTER BLDG.OUT LOC.
VE FINISH GRADE X9.5±
12" WATER MAIN
PROVIDE ETHAFOAM
PAD BETWEEN NEW LID
AND 12" WATER MAIN
23.5±
2/6/15
C
Q "
WS EEEV = 21.0 0
2 -12 DIA.
NEW EQUALIZER
2 -12" DIA.
BSB
EXIST EQUALIZER
4/3/15
PIPES Q
PIPES
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BY
CD
APPR
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EXISTING
PILES
TOTAL PROVIDED STORAGE VOLUME =
(31' x31' x11.58') +(31'x31'x12.08') = 22,737 CF
TOTAL VOLUME REQUIRED = 15,246 CF
Approved By :_
Approved By:.
ACCESS MANHOLE BEYOND Approved By:,
RIM =29.9±
Approved By:
RESIDENTIAL BLDG.
"B" AFTER BLDG.OUT LOC.
VE FINISH GRADE X9.5±
12" WATER MAIN
PROVIDE ETHAFOAM
PAD BETWEEN NEW LID
AND 12" WATER MAIN
23.5±
ELEV. =29.9±
rNEW PRECAST
CONCRETE LID
0. SEE STRUTR'L
PLANS
12" "DIRTY" STORM
DRAINAGE SYSTEM
TO FLOW SPUTTER
IE= 25.0±
INLET PIPE FROM -
FLOW SPLITTER #1
IE =21.0
EXISTING ----'
F BOTTOM OF VAULT VAULT WALLS
EX
BAFFLE
WALL
6" SEDIMENT
STORAGE
u
EXISTING
-� PILES
B
x
CD
Date:
Date:
Date:
Date:
EXIST
VAULT
BSB
2/6/15
C
6
WS EEEV = 21.0 0
3/12/15
2 -12" DIA.
BSB
EXIST EQUALIZER
4/3/15
PIPES Q
C
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w
Of °
w
° �D
BY
DATE
APPR
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m
ELEV. =29.9±
rNEW PRECAST
CONCRETE LID
0. SEE STRUTR'L
PLANS
12" "DIRTY" STORM
DRAINAGE SYSTEM
TO FLOW SPUTTER
IE= 25.0±
INLET PIPE FROM -
FLOW SPLITTER #1
IE =21.0
EXISTING ----'
F BOTTOM OF VAULT VAULT WALLS
EX
BAFFLE
WALL
6" SEDIMENT
STORAGE
u
EXISTING
-� PILES
B
x
CD
Date:
Date:
Date:
Date:
EXIST
VAULT
BSB
2/6/15
C
SuRVEYM:
BSB
3/12/15
L
BSB
BSB
4/3/15
v
C
DRAWN:
LPL
z.
CHECKED:
JNP
BY
DATE
APPR
AIMED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VE FMCAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
R- 381613
Am 'R
CITY OF
RENTON
Planning /Building /Public Works Dept.
NT'
Existing Water Quality Vault 12
THE HOTEL AT SOUTHPORT
RENTON WASHINGTON
DRAINAGE DETAILS
12/22/20-4
FIELDBOW;
PAIGE[
DIVNIM No-
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