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DRAINAGE CONSTRUCTION NOTES:
1
CONNECT EXISTING PIPE TO NEW
CATCH BASIN OR MANHOLE
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CONNECT NEW PIPE TO EXISTING
CATCH BASIN OR MANHOLE
(3
REMOVE STORM DRAIN PIPE (SEE
GENERAL NOTE 8)
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REMOVE STORM DRAIN STRUCTURE
(SEE GENERAL NOTE 8)
ADJUST EXISTING RIM TO GRADE
ABANDON AND FILL STORM DRAIN PIPE
I NUMBER I REVISION DESCRIPTION I BY I APP. I DATE
DRAINAGE STRUCTURE NOTES:
X SEE PROFILE SHEET 122 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
1
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SURVEYED:
KPG
DRAWN BY:
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DESIGN BY:
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CHECK BY:
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PROJ VGR:
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FILE OE55DSTRN101 dwg
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� CLIENTS PEOPLE ', PERFORMANCE
753 9th Avenue N 2502 Jefferson Avenue
Seaftt I VA 98109 Tecoma. VVA 984E
ZDE [86 16� �53 62% ��2� 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA
f ) T 1 2D6 441 9315 F 1 205 448 6922
1HVr v1pg rn E seamail@ghd.com W www.ghd.com
PLAN
�'- CITY OF RENTON
Fublic L .:j_i, -_rnent
APPROVED FOR CONSTRUCTION
BY:
DATE: //w/F
GENERAL DRAINAGE NOTES:
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 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 STA:'. PLANT :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.): NONE (THIS SHEET)
CATEGORY
SHEET
RIGHT OF WAY PLANS
3 EXIS 'NG CC -NO! IONS
SITE PREPARATION & TESC PLAN
14
62
76
ALIGNMENT PLAN
88
ALIGNMENT PROFILE
DRAINAGE PLAN
100
111
DRAINAGE PROFILE
WATER PLAN
122
139
WATER PROFILE
153,158
JOINT UTILITY TRENCH PLAN
171
JOINT UTILITY TRENCH PROFILES
187
PROPERTY RESTORATION PLANS
202
CHANNELIZA11ON & SIGNING PLAN
224
ILLUMINATION PLAN
-- --
235
IRRIGATION PLAN
289
LANDSCAPE PLAN
301
D=343008
0 5 10 20 40
SCALE IN FEET
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAINAGE PLAN
STA 38+00 TO STA 42+00
!AID
C N "i S1
111
DRAWING NO.
PROJECT NO,
TE_D403430
FED A.ID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. _ 1.11 OF 304