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AT PROPOS
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12" SD @ 6.
8%
155
0
155
150
150
ELF
8" DI SD @
+1796
24.5
1.39%
145
145
PROFILE
PACE
SURVEY
PARAMETR
X SURVEY
—SEE
FOR
CONTINUATIO14
140
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PROFILE VIEW
1"=20' HORIZONTAL, 1"=5' VERTICAL
RECORD DRAWING
RECORD DRAWING: THE INFORMATION ON THIS
DRAWING INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PERFORMED BY BRA
LAND SURVEYING, DATED 11 / 11 /25, AND
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
BY THE ENGINEER
REVISION DESCRIPTION
BY I DATE I APPR
SURVEYED:
PACE, PMX
DESIGNED:
r,
CJ
0
DRAWN:
CJ
CHECKED:
JF
31
PROJMGR:
06-17-2025
CJ, JF
SCALE:
HOR:1"=XXX'
VERT: 1"=XXX'
ONE INCH
AT FULL SCALE IF
NOT ONE INCH
SCALE ACCORDINGLY
DATUM:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF RENTON
Public Works Department
BID
DOCUMENT
SAME STRUCTURE
175
175
170
170
SEE
PROFILE 1
11.5
FOR CONTINUATION
� LF
8" DI SD @
24.5
1.39%
LF
18 DI SD@err
165
4.87%
165
Ln
CL
±5-LF
12" DI SD @
U
m
13.4
13.58%
U
160
w
160
OMATCH
INVERT
OF
EXISTING DITCH
155
155
it
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PROFILE VIEW
1"=20' HORIZONTAL, 1"=5' VERTICAL
STORM DRAINAGE NOTES
1. SEE SHEET C300 FOR DRAINAGE STRUCTURE INFORMATION.
KEY NOTES
❑1 PROTECT AND TEMPORARILY SUPPORT UTILITY DURING CONSTRUCTION.
OAKESDALE AVE SOUTHWEST
STORM SYSTEM PROJECT
STORM SYSTEM PROFILES
Call 48 Hours
Before You Dig
1-800-424-5555 or 811
D-430105 UNDERGROUND SERVICE
COR PROJECT NO:
SWP-27-4301
DATE
JUNE 2025
DRAWING NO:
C301
SHEET NO: OF:
5 5