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WEST SIDE
EAST SIDE
SURVEYED: KPG_._______
DRAWN BY: WRE
DESIGN BY: WRE
CHECK BY: KRS
PROJ MGR: JF
FILE: 0655DSTRM02.dwg
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753 9t`1 Avenue N 2502 Jefferson Avenue
Seattle. ',NA 98109 Tacoma, WA 98402
(206) 266-1640 ;'253; 627-0720
kaw.kpg com
PREN
CLIENTS 1 PEOPLE PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 206 441 9385 F 1 206 448 6922
E seam al(a-)ghd.com W %"vw.ghd.com
CITY OF RENTON
Fu 4vork
APPROVED FOR CONSTRUCTION
DATE: /*/Z
GENERAL DRAINAGE NOTES:
1. PIPES LABELED "CPEP" SHAD BE CORRUGATED POLYET «YI.-ENE
STORM SEWER PIPE,
2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER
PIPE.
3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS.
4. CATCH BASINS SHALL BE OF THE. PfPE LABELED ON SHE PLAN OR
PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS:
a. TYPE 1 — RENTON STD. PLAN 200.00
b. TYPE 1L — RENTON STD. PLAN 200.10
c. CONCRETE INLET — RENTON STD. PLAN 200.30
d. TYPE 2 — RENTON STD. PLAN 201.00
5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE
FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD.
PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE
AS FOLLOWS:
a. STANDARD RECTANGULAR FRAME — RENTON STD. PLAN 204.00
b. BI—DIRECTIONAL VANED GRATE — RENTON STD. PLAN 204.30
c. RECTANGULAR SOLID METAL COVER — RENTON STD. PLAN 204.10
d. ROUND FRAME AND COVER — RENTON STD. PLAN 204.50
6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED
ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE.
7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
(VERTICAL SCALE = 1 /2 HORIZONTAL SCALE)
RAINIER AVENUE S (SR 167)
S +GRADY WAY TO S 2ND ST
DRAINAGE PROFILE
STA 28+50 TO STA 32+50
D=343016
119
DRAWING NO.
PROJECT NO.
TED403343Q
FED AID NO.
-r6A0167a4LS,
DATE:
NOV 2011
SHEET NO. 119. OF 304