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1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: SCALE:
BY OTHERS VERTICAL: NAVD 1988
2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 HORIZONTAL: NAD 1983/1991 C I TY O 1
DANIEL
3 95% CD'S DJL 5/15/26 J. LARSON, P.E.
DRAWN: RENTON
4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FEML/NG ONE INCH —1 U
DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
KAT/E LANE, E.l. T. IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DAN/EL J. LARSON, P.E.
/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/TH/N SAG CUR I/ES AT L OW POINTS SHALL
BE 81-DIRECTIONAL 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, SECT/ON 4.2.1. AND TABLE 4.1.1.A2.
4. CONTRACTOR TO I/ER/FY ELEVAT/ON OF ANY EX/STING
UT/L/TIES AT CROSSING LOCATIONS PR/OR TO CONSTRUCTION
AND NOT/FY ENGINEER OF ANY CONFLICTS.
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�•�•oF wasy�yso CIVIL ENGINEERING
�• P `-�•� LANDSCAPE ARCHITECTURE
PLANNING
All p�21018929 DESIGN SURVEYING
-off•, � �
STER� • ���'
Fss/ONAL LNG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5126l26 R-427526
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 06/09/2026
KENNYDALE GA TEWA Y DATE 5115126 Q
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O
PAGE:
DRAWING NO:
C4.04 Z
ROAD & STORM DRA/NA GE PLAN SHEET: 26 OF, 48