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4 /"i O�'` UppLEMENT GENERAL DRAINAGE NOTES:
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DRAINAGE CONSTRUCTION NOTES:
01 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE
�2 CONFECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE
Oi REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8)
(D REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
C'9
ADJUST EXISTING RIM TO GRADE
6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION
ABANDON AND FILL STORM DRAIN PIPE
9 ABANDON AND FILL STORM DRAIN STRUCTURE
12 INSTALL LOCKING SOLID METAL COVER ON EXISTING CB
S FIELD LOCATE EXISTING DRAIN PIPE AND INSTALL STRUCTURE
r I NUMBER I REVISION DESCRIPTION BY I APP. DATE:
DRAINAGE STRUCTURE NOTES:
X SEE PROFILE SHEETS 115 & 116 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
24 CB 24 - TYPE 2 48" DIA
ROUND FRAME AND COVER
FIELD LOCATE ON EXST STORM DRAIN
RIM = FINISH GRADE
IE = MATCH EXISTING
♦� ` R S �� SURVEYED: KPG
�N DRAWN BY: WRE ---__
�Q t DESIGN BY: WRE
� CHECK BY. KRS
7 .9 .3.3808-
♦ J FGIPROJ MGR: JF__ ---
•���,rt1♦ 1%100111 FILE 0655DSTRh101.dwg
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� CLIENTS PEOPLE 1 PERFORMANCE
753 9th Avenue N
2502 Jefferson Av=nue
SeattlE, WA 98109
(206)286-164C
k%w.kpg.c001
Tacoma. ft 984C2
1253 627•0720
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 206 441 9335 F 1 205 448 6922
E searnail@ghd.coin W www.ghd.com
CITY OF RENTON
F�.ahllc Aorks Department
APPROVED FOR CONSTRUCTION
BY: DATE:147 z
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 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 TYPIfCAL PIPE TRENCH CROSS SECTION
8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY REMOVAL
OF STRUCTURE AND OBSTRUCTION"
9. EXISTING STORM DRAINAGE PIPES AND S ;RIQIC71URES SHAI L 8
ABANDONED AND FILLED WHERE. INDICATED ON THIE FLANS 15N.
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.): 33, 132; 216, 503, 504
D=343003
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
9
EXISTING CONDITIONS
SITE PREPARATION & TESC PLAN
57
71
ALIGNMENT PLAN
83
ALIGNMENT PROFILE
95
DRAINAGE PLAN
106
DRAINAGE PROFILE
115,116
WATER PLAN
WATER PROFILE
JOINT UTILITY TRENCH PLAN
134
148,156
166
JOINT UTILITY TRENCH PROFILES
182
PROPERTY RESTORATION PLANS
197
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLAN
219
230
IRRIGATION PLAN
284
LANDSCAPE PLAN 1
296
0 5 10 20 40 60
SCALE IN FEET
RAINIER AVENUE S (SR 167)
SGRADYWAY TOS2NDST
DRAINAGE PLAN
STA 15+50 TO STA 20+00
DRAWING NO.
106
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. _ 106- OF-304