HomeMy WebLinkAboutR-412309SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET D-2.2 FOR CONTINUATION
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PROPERTY LINE OO 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 217.40 2
D-2.5 X X CHAIN LINK FENCE
TEMPORARY INTERCEPTOR SWALE 217.10
D-2.6
RIP RAP PAD 1
D-2.4
0
TEMPORARY SEDIMENT POND 216.00 216, 1 2 1 2 3 0
D-2.6 D-2.6 D-2.5 D-2.5 D-2.6 D-2.6 D-2.6 �a
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KEY NOTES:
OLIMITS OF CLEARING AND GRADING.
3
D-2.5 O2 PRINCIPAL SPILLWAY.
O3 EMERGENCY OVERFLOW SPILLWAY.
O4 TEMPORARY INLET PROTECTION (TYP).
OTEMPORARY SILT FENCE (TYP).
O6 TEMPORARY CONSTRUCTION ENTRANCE.
OROCK CHECK DAM (TYP).
2
RECORD DRAWINGS
NAVIX
09.29.22
JET
2
RECORD DRAWINGS
NAVIX
06.10.22
JET
1
RECORD DRAWINGS
NAVIX
05.17.22
JET
NO.
REVISION
BY
DATE
APPR
FORCE MAIN PIPING
OTEMPORARY INTERCEPTOR SWALE (TYP).
ORIP RAP PAD (TYP).
10 CULVERT (TYP). CONTRACTOR TO ADJUST
LOCATION AS NEEDED AND PLACE STEEL PLATE
IF LOCATED WITHIN ON -SITE HAUL ROUTE.
11 WHEEL WASH AREA, TO BE INSTALLED
AS NEEDED.
12 TEMPORARY SEDIMENT POND.
13 CHAIN LINK FENCE AND GATE.
14 TEMPORARY SUMP PUMP.
15 CONCRETE WASHOUT AREA. CONTRACTOR
TO ADJUST LOCATION AS NEEDED.
SURVEYED: SCALE:
Z.NALL VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED:
J.GREEN
DRAWN:
J.GREEN ONE INCH DATUM
CHECKED: AT FULL SCALE
J.TAFLIN IF NOT ONE INCH
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:
2022.09.3
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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-412309 GeV
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ARCO/M U RRAY
DATE:09.26.2022
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TOPGOLF RENTON
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FIELDBOOK:
780 LOGAN AVENUE NORTH
PAGE:
DRAWING
RENTON WA 98057
'
D-2.1
T.E.S.C. PLAN
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