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GENERAL DRAINAGE NOTES:
S
1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STORM SEWER PIPE.
2. PIPES
• LABELED •" SHALL BE DUCTILE IRON
STORM SEWER
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 200.01)
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 PROFILF
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 a RAMS AND COVER _-m REN =:: N STO. PL AN 204.tf r
6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED
ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE.
7. SEE DRAWING NO. 120 FOR TYPICAL PIPE TRENCH CROSS SECTION
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
(VERTICAL SCALE = 1/2 HORIZONTAL SCALE)
D=343018
BID
0 UENT
R '�"�♦ SURVEYED: KPG_ AVENUE {S R 17 6} DRAWING NO. 121
RAINIER AVEN
+� Wqs� ♦ CITY OF RENTON - --
DRAWN BY: WRE
CLIENTS PEOPLE PERFORMANCE ••u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
DESIGN BY: WRE — Fubl c Works Det `n -`
r " po
753 9th Avenue N 2502 Jefferson Avenue
I CHECK BY: KRS Seafte,WA981,09 Tacoma, WA98402 DRAINAGE PROFILE FED ADD No.-cMo1.6L048}
+ Q - 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPR D FORCONSTRUCTION
q�33808 �Q (206}28616 G 1253i6210?2D DATE: NOV 2011
♦ GIEP PROJ MGR: .J T 1 206 441 9385 F 1 206 448 6922
♦♦ ��', ;+!w.kpC.C4l E seamail@ghd.com W www.ghd.cam BY: DATE: /!'L��7 STA 34+00 TO STA 38+00 SHEET NO — 4_ _ 12i OF_30
NUMBER REVISION DESCRIPTION BY APP. DATE * �i ' ♦� FILE: Ofi55DSTRM02.dwg —