HomeMy WebLinkAboutSWP2703430.119.
C'j
INUMBER
US GRADY WAY SW (NW CORNER
WEST SIDE
WEST SIDE (MEDIAN)
a A a A
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 1L RENTON STD. PLAN 200.10
c. CONCRETE INLET — RENTON STD. PLAN 2,100.30
d. TYPE 2 — RENTON STID. 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)
.......... .......... ............ ......
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IE=23.78 12 cp�P(Nw)
P502'18LF'12"tP1EP'013.00%
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EX S P1 46
ER *kr12",CPrP 60.747 . .......
......... .... .... ... ......... ...... ....... . ............. ....... 343011
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..... ...... .. .. .. . ........... . .. 11
12 13 14
REVISION DESCRIPTION
BY I APP_ I DATE
R.
-n
EAST SIDE
SURVEYED:
KPG
DRAWN BY:
WRE
DESIGN BY:
WIRE
CHECK BY:
KRS
PROJ MGR:
JF
FILE: 0655DSTRM02.dwg
KPG
753 9t Avenue N 2502 Jefferson Avenue
Seattle, WA 2109 Tacoma. INA 98402
(206) 286-1640 (253) 627-0720
vp.kw.kpg.com
CLIENTS:! PEOPLE I PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 206 441 9385 F 1 206 448 6922
E seamail@ghd.coni W www.ghdxorn
CITY OF RENTON
Public lk_)rks Deputment
APPROVED FOR CONSTRUCTION
BY: ./
_2k4ioL� DATE
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
STA 10+50 TO STA 14+50
Bil D
DOCUMENTS
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 114 OF 304