HomeMy WebLinkAboutSWP2703430.15WEST SIDE
EAST SIDE (MEDIAN)
GENERAL DRAINAGE NOTES:
1 PIPES L£ -.-D "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STORM - - R PIPE.
2. PIPES LABi. ."-D "DIP" SHALL BE DUCTILE IRON STORM SEWER
PIPE,
3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS.
4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE 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
11 '% t
FRAME (RENTON STD, PLAN 20 - 5.00) AND 'VANE-D 'GRATE (R'ENTo'N smu,
PLAN 204.20) UNLESS NOTED OTFHER VYIISE 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)
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SURVEYED: KPG
DRAWN BY: -WRE
11CIP p-MININ
CITY OF RENTON
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
DRAWING NO. 118
PROJECT NO. T E D403430
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DESIGN BY: WRE
CLIENTS PEOPLE PERFORMANCE
753 9'h Avenue N 25014 Jefferson Avenue
FtA',-.)11c Wnr�,-s Depci—ment
FED AID NO. -CM0167(048)
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CHECK BY: KRS
PROJ MGR: JF
FILE: 0655DSTRM02.dwg
Seaftle.'VAW09 Tacoma.'NA98402
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
-0720 (206) 28� 1640 1253) 627 T 1 206 441 9385 F 1 206 448 6922
E seaniail@ghd.coni IN mvw.qhd,com
APPROVED FOR CONSTRUCTION
B DATIE,*I/t
DRAINAGE PROFILE
STA 25+00 TO STA 29+00
DATE: NOV 2011
SHEET NO. 118 OF 304
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INUMBERI
REVISION DESCRIPTION
BY
APP.♦
DATE T E