HomeMy WebLinkAboutR-412311SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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N: 183760.87
E: 1302020.13
RIM: 30.17
24" IE: 22.55 (W)
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28.2 FORCE MAIN PIPING 9 12
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CB #SDMH #6 48-INCH (B) 1
N I N:183763.68
II 1 E:1301716.20
5 RIM: 28.46 U) I
24" IE: 23.49 (E) I
1 24" IE: 23.49 (S) I
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1 I I I CB #SDMH #5 48-INCH (B) N:183472.39
1 I N: 183716.87 E.1301716.20
1 I I I E:1301716.20 RIM: 30.62
RIM: 28.67 24;; IE: 24.37 (N)
1 U) 11 I 12" IE: 24.63 (W) / 18 IE: 24.37 (S) 1
I I I 24" IE: 23.63 (N) I 18" IE: 24.37 (W)
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SEE SHEET D-2.2 FOR CONTINUATION
KEY NOTES:
- - PROPERTY LINE OO SEDIMENT POND RISER 216.10
D-2.6
LIMITS OF DISTURBANCE
O TEMPORARY SUMP DRUM AND PUMP 3
TEMPORARY INLET PROTECTION 216.30 D-2.5
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, 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).
O
RIP RAP PAD (TYP).
O
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
TEMPORARY SEDIMENT POND.
O
TEMPORARY SILT FENCE (TYP).
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
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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.
FE
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
�LI6ABET
OF W@SI�I��
- itally sign
y nelle T flin
Date:
2022.09.3
,off 4187262.9:57- 0'
IONAL
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 1 BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ARCO/M U RRAY
DATE:09.26.2022
UL
TOPGOLF RENTON
J
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FIELDBOOK:
780 LOGAN AVENUE NORTH
PAGE:
DRAWING
RENTON WA 98057
'
D-2.3
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