HomeMy WebLinkAboutR-412337SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-3.3 FOR CONTINUATION
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LEGEND
®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2
C-3.1 C-3.1 C-3.1
SD EXISTING STORM DRAINAGE PIPE
— — — — —FD— — — — — FOOTING DRAINAGE 2
—3.1
❑ TYPE I CATCH BASIN 00.0
C-3.9
(101
11
0
IJ
MIMI
1' 101
TYPE II CATCH BASIN 201.00 04.5
3.1 3.1
STORM DRAIN CLEANOUT 26.0
—3.1
PLAZA AREA DRAIN 3
—3.1
OUTFIELD AREA DRAIN 1
C-3.1
FRENCH DRAIN 1
—3.1
BIOPOD BIOFILTER 1 2
—3.1 —3.1
SEE SHEET C-3.1 FOR CONTINUATION
STORM SYSTEM IS PRIVATELY OWNED
AND MAINTAINED.
ALL ONSITE STORM DRAINAGE PIPE SHALL BE
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE
WALL, OR OTHER CITY -APPROVED MATERIAL PER
2017 CITY OF RENTON SURFACE WATER DESIGN
MANUAL TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
2 RECORD DRAWINGS NAVIX 09.29.22 JET
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET
�4 1 RECORD DRAWINGS NAVIX 05.17.22 JET
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NO. REVISION BY DATE APPR
0
0
r j=
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00
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0 15 30 60
SCALE: 1 inch = 30 ft.
GRATE/LID SCHEDULE (SEE STRUCTURE
CALLOUTS FOR GRATE/LID TYPE):
GRATE/LID
GRATE/LID DESCRIPTION
LABEL
(A)
RECTANGULAR HERRINGBONE GRATE
PER WSDOT STD. PLAN 30.5000
(B)
SOLID RIM PER WSDOT STD. PLAN
30.2001
(C)
ROUND HERRINGBONE GRATE PER
MANUFACTURE SPECIFICATIONS.
(D)
ROUND SOLID LID TO MATCH BASIN
O.D. (SIZE TBD BY NYLOPLAST)
(E)
SOLID CLEANOUT LID PER CITY OF
RENTON STANDARD PLAN 226.00
(F)
DECORATIVE GRATED LID PER TO MATCH
BASIN O.D. (SIZE TBD BY NYLOPLAST)
HAVIX
7ITP I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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itally sign
9 by
.nelle T flin
Date:
-2'q 2209.3 418�6:34:2s- 10'
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
- CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
R-412337 GeV
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
Z.NALL
SCALE:
VERTICAL:
HORIZONTAL: NAD AD 1983/1991 3/1
® CITY O F
RENTON
ARCO/M U RRAY
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
DATE:
09.26.2022
DESIGNED:
J.GREEN
FIELDBOOK:
PAGE:
DRAWN:
DRAWING NG:
C-3.2
J.GREEN
ONE INCH
DATUM
�
Planning/Building/Public Works Dept.
RENTON WA 98057
,
DRAINAGE PLAN
CHECKED:
J.TAFLIN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
SHEET: OF:
J.TAFLIN
37 82
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