HomeMy WebLinkAboutR-412310SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SEE SHEET D-2.3 FOR CONTINUATION
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18" IE: 24.82 (S)
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SEE SHEET D-2.1 FOR CONTINUATION
KEY NOTES:
1
- - PROPERTY LINE U SEDIMENT POND RISER
- - - - - LIMITS OF DISTURBANCE
216.30 O TEMPORARY SUMP DRUM AND PUMP
TEMPORARY INLET PROTECTION D-2.4
a CONCRETE WASHOUT AREAD.2.2.2.A
214.00 D-2.6
TEMPORARY SILT FENCE D-2.5
TEMPORARY 12" DI CULVERT
TEMPORARY CONSTRUCTION ENTRANCE 215.10
D-2.5OEM= WHEEL WASH 215.00
D-2.5
® ROCK CHECK DAM p172 5 X X CHAIN LINK FENCE 2
D-2.4
217 10
TEMPORARY INTERCEPTOR SWALE
RIP RAP PAD 1
D-2.4
0 2
TEMPORARY SEDIMENT POND 216.00 216.10 1 2 1 2 3 0 ® 2
D-2.6 D-2.6 D-2.5 D-2.5 D-2.6 D-2.6 D-2.6 �a 1
e
NO.
OLIMITS OF CLEARING AND GRADING. O TEMPORARY INTERCEPTOR SWALE (TYP).
3 O9 RIP RAP PAD (TYP).
D-2.5 O2 PRINCIPAL SPILLWAY.
10 CULVERT (TYP). CONTRACTOR TO ADJUST
O3 EMERGENCY OVERFLOW SPILLWAY. LOCATION AS NEEDED AND PLACE STEEL PLATE
IF LOCATED WITHIN ON -SITE HAUL ROUTE.
11 WHEEL WASH AREA, TO BE INSTALLED
O4 TEMPORARY INLET PROTECTION (TYP). AS NEEDED.
12 O TEMPORARY SILT FENCE (TYP). TEMPORARY SEDIMENT POND.
13 CHAIN LINK FENCE AND GATE.
O6 TEMPORARY CONSTRUCTION ENTRANCE. 14 TEMPORARY SUMP PUMP.
OROCK CHECK DAM (TYP). 15 CONCRETE WASHOUT AREA. CONTRACTOR
TO ADJUST LOCATION AS NEEDED.
SURVEYED: SCALE:
Z.NALL VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED:
RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN
RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN:
J.GREEN ONE INCH DATUM
RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE
J.TAFLIN IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
J.TAFLIN
16 SECURED HAZARDOUS
MATERIAL AND SPILL
CONTROL AND CONTAINMENT
KIT AREA. FINAL LOCATION
OF DESIGNATED HAZARDOUS
MATERIAL STORAGE AND
SPILL CONTROL KIT AREAS TO
BE DETERMINED BY
CONTRACTOR.
CITY OF
1"R) RENTON
Planning/Building/Public Works Dept.
0 15 30 60
SCALE: 1 inch = 30 ft.
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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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Date:
9 UUUU 2022.09.3
0 418726:29:46-0
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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-41231 0 GeV
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ARCO/M U RRAY
DATE:09.26.2022
ILL
TOPGOLF RENTON
J
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FIELDBOOK:
780 LOGAN AVENUE NORTH
PAGE:
DRAWINGD-2.2
RENTON WA 98057
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T.E.S.C. PLAN
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