HomeMy WebLinkAboutSWP2703430.1700
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CHECK BY: KRS
PROJ MGR: JF__. _._—_
FILE OE550STRM02jult.dwg
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IP1-
4cm
CLIENTS ` PEOPLE PERFORMANCE
753 9t Avenue N 2502 Jefferson Avenue
Seattle,'& 99109 Tacoma, WA 98402
(2 2�� �1� 2�'2��2� 1201 Third Avenue, Suite 1500. Seattle WA 98101 USA
) T 1 206 441 9385 F 1 206 448 6922
E seamail@ghd.com W www.ghd.com
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CITY OF RENTON
iAvorks Department
APPROVED FOR CONSTRUCTION
f r /
BY: rr DATE: 2
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
GENERAL DMINAGE NOTES:
PIPES
■ LABELED ■ ■" SHALL . CORRUGATED
.■' POLYETHYLE
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 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 CAI_.LOUTS ANDR€kl ELEVATIONS P ROVTDED
ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE,
7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION
RAINIER AVENUE S (SR 167j
S GRADY WAY TO S 2ND ST
DRAIN,- 'PROFILE
STA 30+00 TO STA 34+00
Dri vtiN(:i 01.
_
PROJECT NO.
734
FED AID NO.
-CM0167ca4B)
DATE:.
NOV 2011._
SF-'' T NO. _120 OF 304--