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SDCB #4, TYPE 2-48"
RIM 432.5'
12" IE 425.5' (OUT-S)
SOLID LOCKING LID.
FIELD VERIFY SUFFICIENT SEPARATION
BETWEEN UTILITIES IS FEASIBLE.
REPORT DISCREPANCIES TO ENGINEER.
W(D) W(D) - - W(D) - W(D)
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SD INLET 12
RIM 432.3'
12" IE 429.3' (OUT -SW)
VANED GRATE
X 126 LF OF 12" PVC SD-
I ® 0.59 (PUBLIC)
W(D) -
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
STA 1R+70.4 4.R' / T
SDCB #3, TYPE 2-48"
RIM 432.0'
12" IE 424.9' (IN-N, NW)(OUT-S)
SOLID LOCKING LID
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CCESS RISER, TYP o,.
CTA 1010-^ 77 A R' l T
CTA 1 Ri 7/1 QO A R C l T
SDCB 12, TYPE 2-48"
RIM 430.5'
12" IE 424.3' (IN-N)(OUT-S)
SOLID LOCKING LID
113 LF OF 12" PVC SD
® 0.57. (PUBLIC)
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SD INLET #1
RIM 431.8'
12" IE 428.8' (OUT -NW) - -
VANED GRA TE I
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SDCB #I, TYPE 1 (EX)
RIM 429.0' (COR)
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12 1E 423.7' (IN-N)
113 LF OF 12" PVC SD
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SDCB 14, TYPE 2-48"
RIM 432.5'
12 IE 425.5 OUT-S)
SOLID LOCKING LID
SDCB 13, TYPE 2-48"
RIM 432.0'
12 IE 424.9 IN-N, NW(OUT-S)
X. SIDE SEWER O EX. SIDE SEWER SOLID LOCKING LID
(APPROX) (APPROX)
SDCB 12, TYPE 1
RIM 430.5'
12 IE 424.3 (IN-N)(OUT-S)
SOLID LOCKING LID
SDCB #I, TYPE 1 (EX)
RIM 429.0' (COR)
12 /E 423.7 (COR)
12" 1E 423.7' (IN-N)
EX. 12" SD
00.510.1
EXISTING GRADE-1FINISHED
GRADE
O 126 LF OF 12" PVC SD ® 0.5%
113 LF
OF 1
" PVC
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® 0.5
113 LF
OF 12"
PVC SD
°
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ACCESS RISER,
5.5'
5.0'
1 4+ 00 I 1 3+ 00 12 + 00
THIS FACILITY IS SUBTERRANEAN AND N
BE COVERED WITH GROUND COVER AND
OTHER LANDSCAPING (PER PLAN)
FINISHED GRADE = 432.0' \N \NY/ \ \NY/ w w j \N��
I I I I r
® 409 WRAP IN PERFORA TED (TYP)
NON -WOVEN
GOETEXTILE FABRIC
(ALL SIDES), TYP
STORM EXTENSION PLAN & PROFILE
SCALE- 1 "=20'
(PER PLAN)
0.5' MIN
TOP OF RISER (12" DIA)
430.5'
d
(#2)
1 DETENTION TRENCH d
a
C3.0 SCALE- NTS
05/23/23
IE 428.5'
i
2" IE 425.5'
423.5'
REVISION
1.9'
SURVEYED:
DESIGNED:
Sc.
DRAWN:
CC
CHECKED:
SC
BY DATE APPR APPROVED:
SC
1 1 +00
n �� ni inn
10+00
427.8'
OEX. 8" SS lE 427.1'
2 STORM DRAIN INLET # 1
C3.0 SCALE- NTS
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
• CITY OF
RENTON
Planning/Building/Public Works Dept.
c 0 10 20
HORIZONTAL SCALE
450
440
IIIII
HORIZONTAL SCALE
430
420
® STORM DRAINAGE CALLOUTS;
1. INSTALL STORM DRAIN CATCH BASIN TYPE 1, PER CITY OF RENTON STD. PLAN NO.
200.00, TYP (SEE DETAIL 1, SHEET C3.1).
2. INSTALL STORM DRAIN CATCH BASIN TYPE 2, PER CITY OF RENTON STD. PLAN NO.
201.00, TYP (SEE DETAIL 2, SHEET C3.1).
J. INSTALL CONCRETE INLET, PER CITY OF RENTON STD. PLAN NO. 200.30, TYP (SEE DETAIL
3, SHEET C3.1).
4. INSTALL VANED GRATE, PER CITY OF RENTON STD. PLAN NO. 204.00, TYP.
5. INSTALL SOLID LOCKING LID, PER CITY OF RENTON STD. PLAN NO. 204.4 AND 204.5, TYP.
6. CONTRACTOR TO POTHOLE THE LOCATION AND DEPTH OF THE EXISTING SEWER STUBS.
STORM DRAINAGE NOTES;
1. SURFACE WATER STANDARD PLAN NOTES, PER CITY OF RENTON STD. PLAN NO. 267.00
AND 267.10, TYP (SEE DETAIL 6 AND 7, SHEET C3.1).
®UTILITY ,CA LLOUTS;
1. FOR PROPOSED SANITARY SEWER DESIGN, SEE SHEET C4.0, TYP.
2 FOR PROPOSED WATER DESIGN, SEE SHEET C4.0, TYP.
R-423407
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNINGIL SURFACE WATER UTILITY
AWeihs 08/08/2023%.�#J Farah 08/11 /2023
:01
FNJand(ers
MENT ENGINEERING
08/04/2023 :0]
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE: ___
DRAINAGE PLAN & PROFILE DRAWINC3.2
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 7 OF: 12
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