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UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
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SEE SHEET C4.03
1 1ST SUBMITTAL CORRECTIONS
2 2ND SUBMITTAL CORRECTIONS
3 95% CD'S
4 3RD SUBMITTAL CORRECTIONS
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B/ORETENT/ON CELL /1,
SEE DETAIL SHEET C4.38
DJL
9/23/25
SURVEYED:
BY OTHERS
SCALE:
DJL
4 20 26
DESIGNED:
DAN/EL J. LARSON, P.E.
DJL
5/15/26
DJL
5 26 26
/ /
DRAWN`
CHUCK FENCING
ONE IN
CHECKED:
AAT/E LANE, E.l. T.
AT FULL SCALE
SCALE NOT ONE INCH ACCORDINGLY
BY
DATE
APPR
APPROVED:
DAN/EL / LARSON, P.E.
VERnCA * NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
STA. 14f31.95, 0.00'
TYPE 1, VANED GRATE
RIM 34.90
12" /F /N .31.24 (SE)
12" /F IN 31.24 (NE)
12" IF OUT 31.24 (NW)
STA. 14*86. 95, 4. 62' L T
TYPE 1, SOLID LOCKING LID
RIM 35.48
12 1E /N 31.59 (S)
12" 1E OUT 31.59 (NW)
CITY OF
'RENTON
Planning/Building/Public Works Dept.
/fEYMAP
SCALE: 1" = 20'
0 10 20 40
STORM LEGEND
STORM PIPE
❑� STORM STRUCTURE
STORM PIPE FLOW ARROW
EX/STING STORM PIPE
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.0..R
STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL
SHEET C4.37.
2. STORM FRAMES W 171IN SAG CURIES AT LOW POINTS SHALL
BE 81—DIREC77ONAL VANED GRATES PER C. O.R. STD DTL
204.3. SEE DETAIL SHEET C4..37.
.3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM
CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2.
4. CONTRACTOR TO VERIFY ELEVA TION OF ANY EX/STING
UTILITIES AT CROSSING LOCATIONS PR/OR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY CONFLICTS.
CIVIL ENGINEERING
`-�•� LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
f ER • •���.
L LNG 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
/26 R-427524
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING A �'
yqi 06/09/2026
KENNYDALE GA TEWA Y
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056
ROAD & STORM DRAINAGE PLAN
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DATE:
FlELDB 0/15�26
PAGE:
DRAWING NO:
C4.02
W
SHEEP: OF:
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