HomeMy WebLinkAboutSWP2703430.2DRAINAGE CONSTRUCTION NOTES:
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CONNECT EXISTING PIPE TO NEW
CATCH BASIN OR MANHOLE
CONNECT NEW PIPE TO EXISTING
CATCH BASIN OR MANHOLE
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REMOVE STORM DRAIN PIPE (SEE
GENERAL NOTE 8)
REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
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ADJUST EXISTING RIM TO GRADE
FIELD VERIFY LOW POINT PRIOR TO
CB INSTALLATION
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ABANDON AND FILL STORM DRAIN
PIPE
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ABANDON AND FILL STORM DRAIN
STRUCTURE
13
LOCATE BURIED STRUCTURE AND
ADJUST EXISTING RIM TO GRADE
DRAINAGE STRUCTURE NOTES:
X SEE PROFILE SHEETS 114 & 115 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
SEE DETAILS —SHEET 127 FOR CONNECTING
NEW DRAINAGE STRUCTURE TO EXISTING PIPE
AND FOR CONNECTING NEW 36" CPEP TO
EXISTING SDMH 26802
[ 87 SEE PIPE CONNECTION DETAIL — SHEET 127
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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 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.): 113, 130, 146, 501, 502
CORRESPONDING SHEETS
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CATFGORY
RIGHT OF WAY FLANS
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EXISTING CONDITIONS
56
SITE PREPARATION & TESC PLAN
70
ALIGNMENT PLAN
82
ALIGNMENT PROFILE
94
_
DRAINAGE PLAN
105
DRAINAGE PROFILE
114,115
WATER PLAN
133
WATER PROFILE
147
JOINT UTILITY TRENCH PLAN
165
JOINT UTILITY TRENCH PROFILES
181
PROPERTY RESTORATION PLANS
196
CHANNELIZATION & SIGNING PLAN
218
ILLUMINATION PLAN
229
IRRIGATION PLAN
283
LANDSCAPE PLAN
f 295
DM34300Z
0 5 10 20 40 60
SCALE IN FEET
♦� fR Sty♦ SURVEYED: KPG RAINIER AVENUE S (S R 167) DRAWING NO. ®J
`�'-w,aS'?i�;. �P " }= CITY OF RENTON --- --- -
, y DRAWN BY: WRE
CLIENTS PEOPLEPERFORMANCE ••u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
DESIGN BY: WRE 753 9th Avenue N 2502 Jefferson Avanue Fublic Mrks Department —
CHECK BY; KRS SeattlE, WA 98109 TaCOma, t'VA 9$QC2 FED AID NO,-CM0167(048)
1201 -Third Avenue, Suite 1500, Seattle WA 98101 USA APPROVED FOR CONSTRUC71ON DRAINAGE PLAN
♦ 9 G1 JF$6 ;j DATE: NOV 2011_
13808 �Q ` (206} 164C 1253I 627.0720 T 1 206 441 93,35 F 1 �06 448 6922
STEP PROD IVGR:
* < - REVISION DESCRIPTION B�" APP. DATE ��$ ( wwA.kpg.co E seamail@ghd.com W www'.ghd.corn
NUMBED?
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BY: , DATE:/ 26 �2 STA 12+00 TO STA 15+50 SHEET NO. 105 OF 304
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