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DRAINAGE CONSTRUCTION NOTES:
22
CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE
CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE
O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE 8)
OREMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
O ADJUST EXISTING RIM TO GRADE
O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION
OINSTALL CONVERSION RISER AND ROUND FRAME AND COVER ON
EXISTING CB. SEE RENTON STD, PLAN 200.40
OABANDON AND FILL STORM DRAIN PIPE
�3 LOCATE BURIED STROCTURE AND ADJUST EXISTING RIM TO GRADE
14 FIELD LOCATE EXISTING DRAIN PIPE AND INSTALL STRUCTURE
I NUMUFR I RF'ViSICN DESCRIPTION I BY I APP. I DATE
DRAINAGE STRUCTURE NOTES:
XISEE PROFILE SHEETS 116 & 117 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
35 SEE DETAIL -SHEET 127 FOR CONNECTION TO
EXISTING STRUCTURE
3� SEE DETAIL -SHEET 127 FOR CONNECTION TO
37]
EXISTING STRUCTURE
SURVEYED:
KPG
DRAWN BY:
WRE _-
DESIGN BY:
WRE -_
CHECK BY:
KRS
PROJ IVGR:
JF-
FILE OE55DSTRN101.dwg
CEO' 24446
Rt-A 249,,
23 E, 4 CONC
I 23.1' Nor, 33" WN
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� CLIENTS ,PEOPLE ,PERFORMANCE
753 9th Avenue IN2502 Jefferson Avenue
SeattlE. INA 98109 Tecoma, YVA 984L2
206 �86164C c53 6270720 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA
I� T 1 206 441 9335 F 1 206 448 6922
www.k g.com E seamail@ghd.com W www.ghd.com
RIM
fi' UC(ED/"fj
�:- CITY OF RENTON
Fublic Works Depar-trnent
APPROVED FOR CONSTRUCTION
1j
BY. - DATE:
RINI 2 )
t 30,
GENERAL DRAINAGE NOTES:
1. PIPES LABELED "CPEP" SHALL. BE CORRUGATED P01_YETFIYI_ENE
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 TYPICAL PIPE TRENCH CROSS SECTION
f. t Tk ; , . -� r- 6 t 1 I i y ;i :. 4 �g ':REMOVAL
4 I
8. DRAINAGE S I RUC I UI` E AND r !P', ,;� ��. •+�.. AII) FOR 1 S R M.�: � AL
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.): 133, 134, 135, 224
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
10
58
EXISTING CONDITIONS
SITE PREPARATION & TESC PLAN
72
ALIGNMENT PLAN
84
ALIGNMENT PROFILE
96
!- 107 --
116,117
DRAINAGE PLAN
DRAINAGE PROFILE
WATER PLAN
135
WATER PROFILE
149,157
:JOIN-1- 'UTILITY TRENCH PLAN
JOINT UTILITY TRENCH PROFILES
167
183
PROPERTY RESTORATION PLANS
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLAN
198
220
231
285
IRRIGATION PLAN
LANDSCAPE PLAN
297 I
L- 004
0 5 10 20 40 60
SCALE IN FEET
RAINIER AVENUE S (SR 107'1
S GRADY WAY TO S 2ND ST
DRAINAGE PLAN
STA 20+00 TO STA 24+50
BID
DRAWING NO, ---1
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV11
SHEET NO. 107 OF74