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DRAINAGE CONSTRUCTION NOTES:
000NNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE
CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE
REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8)
�4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
ADJUST EXISTING RIM TO GRADE
0 ABANDON AND FILL STORM DRAIN PIPE
0 ABANDON AND FILL STORM DRAIN STRUCTURE
16 INSTALL FILTERRA 4' X 4' TREE BOX STRUCTURE
17 CONNECT FILTERRA 8" CPEP OUTLET PIPE TO CATCH BASIN
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DRAINAGE STRUCTURE NOTES: GENERAL DRAINAGE NOTES:
FX SEE PROFILE SHEETS 118 & 119 FOR DRAINAGE 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STRUCTURE AND PIPE INFORMATION
STORM SEWER PIPE.
200 SEE DETAIL —SHEET 125 FILTERRA UNIT
?. 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
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
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
8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL
OF STRUCTURE AND OBSTRUCTION".
9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE
ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN
ACCORDANCE WITH SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS
(FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES)."
10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY
OWNER (STRUCTURE NO.): 136, 505
CORRESPONDING SHEETS
CATEGORY
RIGHT OF WAY PLANS'
EXISTING CONDITIONS
SHEET
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59
SITE PREPARATION &
TESC PLAN
73
ALIGNMENT PLAN
ALIGNMENT PROF{LE
- 85
97
DRAINAGE PLAN
108
DRAINAGE PROFILE
117-119
WATER PLAN
136
WATER PROFILE
150,157
JOINT UTILITY TRENCH
PLAN
168
JOINT UTIUTY TRENCH
PROFILES
184
PROPERTY RESTORATION PLANS
CHANNELIZATION & SIGNING PLAN
221
ILLUMINATION PLAN
232
IRRIGATION PLAN
286
LANDSCAPE PLAN
298
0 5 10 20 40 60
SCALE IN FEET
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DOCUMENTS
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FILE: 0655DSTRM01.dw 9
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CLIENTS PEOPLE PERFORMANCE
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753 9th Avenue N 2502 Jefferson Av�nue
Seattt WA 98109 bcoma. INA 984(2
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
1�86164( c
(20(�'S3) 627 0720 T 1 20fi 441 9335 F 1 206 448 6922
.�.E seamail@ghd.com W www.ghd.com
:: CITY OF RENTON
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— F_A!)Ihc Works Department
APPROVED FOR CONSTRUCTION
BY:,/�� DATE: /
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAINAGE PLAN
STA 24+50 TO STA 29+00
DRAWING NO. 108
-
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 108 OF_304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE