HomeMy WebLinkAboutSWP2703430.1260 60
GENERAL DRAINS NOTES:
NUklPFR
REVISION DESCRIPTION
15 16 17 18
WEST SIDE (MEDIAN)
15 16 17 18
BY I APP.I DATE
Rw
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W A�'n
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EAST SIDE
SURVEYED: KPG
DRAWN BY: WRE
DESIGN BY: WRE
CHECK BY: KRS
PROJ MGR: JF
FILE: 0655DSTRM02.dwg
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753 9 h Avenue N 2502 Jefferson Avenue
Seattle, WA 9B109 Tacoma. `IVA 98402
(206) 2 86- 1640 (253) 627-0720
kawip-G.corn
CLIENTS ',; PEOPLE ii PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 206 441 9385 F 1 206 448 6922
E seamail@ghd.com ghd.com W www.ghd.com
-- CITY OF RENTON
..11
I .a d "'c s Depnr-tment
APPROVED FOR CONSTRUCTION
DATE: A/04
1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
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 TYPE LABELED ON THE PLAN OR
PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS:
a. TYPE 1 — RENTON STD. PLAN 200.00
b, TYPE 1 L — 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 OTHERWIISE 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
BIt� A 2M[*
STA 14+50 TO STA 1 R+SO
D=343012
BID
DOCUMENTS
1 1 5_
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM01671048)
DATE:
NOV 2011
SHEET NO. _115 OF 304