HomeMy WebLinkAboutR-412338SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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II STUB FOR FUTURE CONNECTION #3 STUB FOR FUTURE CONNECTION #
STUB FOR FUTURE CONNECTION #2
I 17 LF 12" CPE @ 0.50% 17 LF 12" CPE
31+0 10 LF 8" CPE @ 0.50%
I 17 LF 8" CPE @ 0.50%
I 81+00
103 LF 12" CPE o 82+00 SDCB #17 (A)
L 24" CPE 156 LF 12" CPE /.■ 124 LF 1 CPE 2
I 80+00 SDCB #16 A) SDCB #19 (A) 19+37 ■.� SDCB #18 (A)
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CONN CTION #1 l LF 18" CPE
I 77+6 SDCB #22 (A) 1 9 L 1 C E
SDCB #23 ( ) SDMH #4 48—INCH (B)
II 129 LF 12" CPE 75+00 t =C=lff_
77+00 76+00 18+00 30 LF 18" CPE I t
SDMH #5 48—INCH (B) � C=—
EAST LF 24� E 244 LF 24' CPE BIOPOD INLET
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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
O TYPE II CATCH BASIN 201.00 04.5
—3.1 —3.1
• STORM DRAIN CLEANOUT 26.0
—3.1
o PLAZA AREA DRAIN 3
—3.1
OUTFIELD AREA DRAIN 1
C-3.1
FRENCH DRAIN 1
—3.1
BIOPOD BIOFILTERE01-01
0
-99 LF
`tea • • • 'EMENT
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.
0 2 RECORD DRAWINGS
0 2 RECORD DRAWINGS
�4 1 RECORD DRAWINGS
NO. REVISION
—3.1
-23+5
-SDCB #20 48—INCH (B)
-7 LF 18" CPE
2
82 LF 12" CPE
■
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
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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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2022.09.3
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El ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGNINTENT. THIS PLAN, rV♦
CONDITIONS OF TN MODIFIED HENEW CONSTRUCTION SHOWN. BASED UPON OUR 7
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,
a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
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R-412338 BY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SCALE:
VERTICAL: AD 1 83/1
HORIZONTAL: NAD 1983/1991
CITY OF
ARCO/M U RRAY
DATE:
09.26.2022
J
FIELDBOOK:
PAGE
ID%)RI RENTON
•
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
/O
l -1
DRAWING N0:
ONE INCH
DATUM
Planning/Building/Public Works Dept.
RENTON WA 98057
,
C-3.3
0.
O
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
38 82
DRAINAGE PLAN