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NUMBER
GENERAL DRAINAGE NOTES:
1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STORM SEWER PIPE.
18" DIP I �/ETERINARY '��� '.I W ~ 2. PIPES LABELED "DIP„ SHALL BE DUCTILE IRON STORM SEWER
. _ 3A PIPE.
DRAINAGE CONSTRUCTION NOTES:
DRAINAGE STRUCTURE NOTES:
RAINIER VILLAGE
I:
1-
`__! CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE X SEE PROFILE SHEETS 119 & 120 FOR DRAINAGE —] Fs4 BEGIN 6" UNDERDRAIN AT STA 32+50 RT
0STRUCTURE AND PIPE INFORMATION DETAIL — SHEET 128 FOR UNDERDRAIN DETAIL
�2 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE 47 BEGIN 6" UNDERDRAIN AT STA 31+00 RT [6-9] SEE DETAIL — SHEET 126 FOR CONNECTING TO
REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8)
SEE DETAIL — SHEET 128 FOR UNDERDRAIN DETAIL EXISTING PUMP STATION WETIWELL
�3
,� 48 BEGIN 6" UNDERDRAIN AT STA 31+00 LT [201 SEE DETAIL —SHEET 125 FILTERRA UNIT
I`la =`r�. `NORM DRAIN STRUCTURE (SEE GENERAL NOTE $) SEE DETAIL — SHEET 128 FOR UNDERDRAIN DETAIL
[54] BEGIN 6" UNDERDRAIN AT STA 32+50 LT 300 SEE DETAIL — SHEET 128 CB TYPE 1 WITH MECHANICAL PLUG
05 ADJUST EXISTING RIM TO GRADE
SEE DETAIL — SHEET 128 FOR UNDERDRAIN DETAIL
6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION 301 SEE DETAIL — SHEET 128 48" MANHOLE
0ABANDON AND FILL STORM DRAIN PIPE lig SEE DETAIL —SHEET 126 FOR CONNECTING TO
8 EXISTING PUMP STATION WETWELL
ABAI DON AND FILL STORM DRAIN STRUCTURE
14 FIELD LOCATE EXISTING DRAINAGE PIPE AND INSTALL STRUCTURE
16 INSTALL FILTERRA 4' X 4' TREE BOX UNIT
17 CONNECT FILTERRA 8" CPEP OUTLET PIPE TO CATCH BASIN
INSTALL PVC DRAIN PIPE WITH CLEANOUT AT UPSTREAM END
SEE SHEET 128 FOR PROFILE
REVISION DESCRIPTION
BY I APP.I DATE
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SURVEYED: KPG
DRAWN BY: WRE
DESIGN BY: WRE _
CHECK BY: KRS_
PROJ MGR: JF
FILE 0655DSTRM01.dwg
Ipcm"151
753 9th Avenue N 2502 Jefferson Avenue
SeattlE, INA 98109 bcoma. INA 984C2
(206) 286-164C (253) 627.072D
www.kp�.com
CLIENTS I PEOPLE I PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 2D6 441 9335 F 1 205 448 6922
E seamail@ghd.ccm W www.ghd.com
- CITY OF RENTON
Fubl c Vuor l< , Department
APPROVED FOR CONSTRUCTION
DATE:
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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 -- RENTONSTIR, PLAN 2vCt.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 e RAME -- RENTON STD., PI AN 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 SEC T ION 1-02,30) OF THE SPECIAL PROVISIONS
(FOR PIPES) AND SECTION 1-05,3(2) OF" THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES).
10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY
OWNER (STRUCTURE NO.): 137, 506, 507
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
EXISTING CONDITIONS
SITE PREPARATION & TESC PLAN
12
60
74
ALIGNMENT PLAN
86
ALIGNMENT PROFILE
98
DRAINAGE PLAN
109
DRAINAGE PROFILE
119,120
WATER PLAN
137
WATER PROFILE
151
JOINT UTILITY TRENCH PLAN
169
JOINT UTILITY TRENCH PROFILES
185
PROPERTY RESTORATION PLANS
200
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLAN
IRRIGATION PLAN
LANDSCAPE PLAN
222
233
287
299
0 5 10 20 40 60
SCALE IN FEET
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAINAGE PLAN
STA 29+50 TO STA 33+50
D=343006
DRAWING NO.
I 09 -
PROJECT NO
TED403430
FED AID NO.
-CM0167(08)
DATE:
NOV 2011
SHEET NO. _ 109 OF 304