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PIPE ALLOWANCES
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CATCH
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BASIN DIMENSIONS
IMEtSIONS
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PRECAST �ASE SECTION
The Precast base aectlr�t, mast lime , I�Sunded 8tss€vt. aril the walk rr•,,J'
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6. The opening shall e ea�re_at the top oPthe precprecast base ec6lcr.
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PIPE ALLOWANCES
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_ 4 gr:arac rings, &t r, ar}d Stln shall I'm ,t If loitar If- ;iIt, , } , I,}nr ,: i,At1,
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ALTERNATIVE PRECAST BASE SECTION
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DEPARTMENT
MEND
STD. PLAN 00.00
CATCH BASIN TYPE I w ,.._
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CATCH BASIN TYPE
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PIPE COMPACTION
DESIGN AND
BA�CF�FILL
STD. PLAN - 220.00
MARCH 008
MARCH 2008
MARCH 2II0I3
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NTS
NITS
NTS
NITS
Catch Basin Type I
Catch Basin Type 2 2
Pipe Compaction
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Design and Backfill 3
g
Not Used
P/L
P/L
15' WATER EASEMENT
15' WATER EASEMENT
5' VEGETATION
FUTURE BUILDING
5' VEGETATION FUTURE BUILDING
BUFFER 37 5'
BUFFER 35.0'
7.0' 23.0'
7.5
5.0' 20.0' 10.0'
PROPOSED GRADE (4) 4" FUTURE CURB
BOEING PROPERTY COMM ECD
PROPOSED GRADE (4) 4" FUTURE CURB
PSE PROPERTY
COMM ECD
15" STORM 11 PSE
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2) 4" 4 GAS
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as
PSE ECD
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12 WATERS
5.0' 5.0'
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1 FUTURE
12" STORM
1. ' 1.3 3.9, 9.5'
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12 WATER _ 1 I FUTURE
12 STORM
* 5.0' 1 5.0' 1.6' 1.3' 3.0' ( 7.5'
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1
18" STORM 1 I
12'
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12'
15'
CONST C/L
12' 1
15' 12' 1
CONST C/L
W=377205
# NOTE: MAINTAIN MINIMUM 5-FT HORIZONTAL SEPARATION BETWEEN
# NOTE: MAINTAIN MINIMUM 5-FT HORIZONTAL SEPARATION BETWEEN
OUTSIDE WALL OF WATER LINE TO OUTSIDE WALL OF STORM PIPE
OUTSIDE WALL OF WATER LINE TO OUTSIDE WALL OF STORM PIPE
PIPE MATERIAL FOR STORM LINE SHALL BE HDPE
PIPE MATERIAL FOR STORM LINE SHALL BE HDPE
N-12 WT IB WITH WATER TIGHT JOINT COUPLINGS
N-12 WT IB WITH WATER TIGHT JOINT COUPLINGS
NITS
Scale 1 "=5'
Scale 1 "=5'
NTS
Not Used 5
South Road Section 6
West Road Section
7
Not Used 8
CONSTRUCTION RECORD DRAWING
�;L PET
This construction record drawing is a copy of a cad file prepared byR=377207
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
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scALE
AS NOTED
VERTICAL NAvo 131
HORIZONTAL, NAD tees/test
:� CITY O F
THE HOTEL AT SOUTH PORT
RENTON WASHINGTON
DAB
6.1.2015
DESIGNED:
BSB
P�DK:
main systems. Field verified invert and rim elevations were obtained by
ter.
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DRAWN:
RENTON
DRAWING NO:
KLB CONSTRUCTION IN APRIL 2017
<V� 0J n
36936 \ S O U T H •' O n T
LPL
ONE I"e"
DATUM
RECORD DRAWINGS
8.10.2017
CHECKED:
J N P
The on -site private storm drainage facilities and public/private rivate water and
P g P P
installed in
G SFCO r)FVL1 uP%IFtir. INC.
9
o't s T EgE t
AT Fuu scnlEP
Planning/Building/Public Works De t.
UTILITY DETAILS
C31 O-
C
E
REVISION
BY
DATE
APPR
sewer systems were accordance with the approved plans and
the documented field revisions and function as intended.
�lG O U G H LI N PO RTE R LU N D E E N
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IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
SHEEP; OF:
STRUCTURAL CIVIL SEISMIC
ENGINEERING „L
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