HomeMy WebLinkAboutR-427523W
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VERTICAL J
CURB (TYP) �5
12' SIDEWALK AND 8 PLANTER
STRIP FOR IMPROVEMENTS IN
LW BL VD N (TYP)
TO EX/STING STORM 0
24" IF 26.60
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
FUTURE WSDOT IMPROVEMENTS TO
BE CONSTRUCTED BY OTHERS
--mg-7- --*Ir- r.
PROPOSED BIOPOO WATER
QUALITY F/L TER (OR APPROI/ED
EQUAL). WITH NON-SKID LID
SIZE.- BPU-102419 10 X24'
VAUL T W/ INTERNAL BYPASS
SEE SHEET C4.36
SEE SHEET C4.03
1
1ST SUBMITTAL CORRECTIONS
DJL
9 23 25
SURVEYED:
OTHERS
SCALE:
2
2ND SUBMITTAL CORRECTIONS
DJL
4 20 26
DE
DESIGNED:
DAN/EL J. LARSON, P.E.
3
95% CD'S
DJL
5/15/26
4
3RD SUBMITTAL CORRECTIONS
DJL
5/26/26
DRAWN:
CHUCK FEML/NG
ONE INCH
CHECKED:
KAT/E LANE, E.l. T.
AT FULL SCALE
SCALE NOT ONE INCH ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
DAN/EL / LARSON, P.E.
STA. 10f83.65, 11.25' L T
TYPE 1, VANED GRATE
RIM 32. 98
6" /F /N 29.53 (NE)
12" IE OUT 29.03 (SW)
STA. 11 f 18.65, 29.02' L T
TYPE 1, VANED GRATE
RIM 33. 08
12" If OUT 29.97 (SW)
STA. 10f83.66, 12.38' RT
TYPE 1, VANED GRATE
RIM 32.96
12" lE /N 28.91 (NE)
12" If OUT 28.91 (5)
STA. 11f02.98, 29.49' RT
TYPE 1, VANED GRATE
RIM 32.84
12 IE /N 28.88 (SE)
12" 1E IN 28.88 (NE)
18" 1E OUT 28.88 (NW)
STA. 10f92.46, 29.70' RT
TYPE 1, NON-SKID SOLID LOCKING LID
- RIM 33.48
J 18" IF /N 28. 81 (SE)
12" lE IN 28 81 (N)
g 6" 1E IN 29.31 (SW)
18" IE OUT 28.81 (W)
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
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 STORY 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 CAJ7.
2. STORM FRAMES W 171IN SAG CURIES AT LOW POINTS SHALL
BE BI-DIRECTIONAL VANED GRATES PER C. O.R. STD DTL
204.3. SEE DETAIL SHEET C4..37.
3. PIPE MATERIAL 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 EXISTING
UTILITIES AT CROSSING LOCATIONS PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY CONFLICTS.
�•oF • wAsy�y so CIVIL ENGINEERING
�•P `-�•� LANDSCAPE ARCHITECTURE
PLANNING
'Con
' p
-off21018929 �' '• DESIGN SURVEYING
•, ,� �
G/ STER� • ���'
, /ONAL E12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5/26/26 R-427523
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � a%
IL
yq i 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. 01
W
SHEET: OF:
23 48