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EXIST
MH 5315 135
RIM EL = 398.04±
CL CHNL 12" (N, E) = 386.39±
—' '"4ITS OF CONSTRUCTION (TYP)
F- 10' CONSTRU
2+00
1+50
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date
1/7
By /Z/61/3
0
1+00
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TEMP BYPASS
PUMPING SYSTEM
14 PLUG
•\ (TYP EA END)
8 \
EXIST
12" SS
0
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VALVE VAULT
12" SS
ELECT BLDG
6
\ WET WELL
6 9 EAST RENTON
LIFT STATION
FACILITY
4 EMERGENCY
STORAGE WELL
EXIST
lollSS
TEMP BYPASS
PUMPING SYSTEM
14 PLUG
(TYP EA END)
EXIST
MH 5314 078
RIM EL = 401.20
r CL CHNL 10" (E, W) = 387.20
BYPASS PUMPING PLAN
SCALE: 1" = 20'
FILE: 8235C00-C-100
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
y
15" SS
C C 'Afa rAMFAVW@
EXIST
12" SS
3 (TYP)
SLOPE 1 %
(TYP)
EXIST 60" O
MH 5314 079
MANHOLE CHANNELING
SCALE: 3/4" = V-0"
FILE: 8235C10-C-08
QUARRY SPALL
C-06
GENERAL NOTES:
A. 4" PVC CONDUIT DESIGNED BY CENTURY LINK
NOT SHOWN ON THIS SHEET. SEE PIPING
PLAN AND PROFILE SHEETS FOR DETAILS.
Tom' flKNESS TO MATCH
STING. CLASS 3/4" HMA
WSDOT SECTION 9-03.8
3-INCHES CSTC PER WSDOT
SECTION 9-03.9 (3)
ICHES CSBC PER WSDOT
;TION 9-03.9 (3)
NEW AC PAVEMENT
SCALE: 3/4" = V-0"
FILE: C-07.dwg
COARSE
AGGREGATE
- .I III —III
C SECTION 5
SCALE: 1 1 /2" = 1 "-0"
FILE: 8235C10-C-08
AS NEEDED TO
SUPPORTLOADS
EOTEXTILE FABRIC
TEMPORARY 8"0 PIPE
CULVERT
TEMPORARY STREAM CROSSING
SCALE: 1/2" = V-0"
FILE: 8235C10-C-08
KEY NOTES:
OTEMPORARY BYPASS PUMPING MANHOLE. MAX
NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE
45 dBa AT NEAREST RESIDENTIAL PROPERTY LINE.
FIELD VERIFY DIAMETER OF MANHOLE.
OLOCATION AND DATA FOR EXISTING MANHOLE IS
BASED ON CITY OF RENTON GIS DATA AND IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY.
OCHANNEL WITH FAST SETTING CONCRETE.
CHANNEL HEIGHT = 12 INCHES.
4O BYPASS PUMPING DISCHARGE LOCATION. ROUTE
PIPING TO INVERT OF EMERGENCY STORAGE
WELL. TEMPORARILY SUPPORT PIPING AS REQD.
OCONSTRUCTION OF TEMPORARY STREAM
CROSSING IS PROVIDED TO FACILITATE
EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT.
CONTRACTOR TO INSTALL PER GENERAL DETAILS
SHOWN ON THE DWGS AND PER BEST
MANAGEMENT PRACTICES. SUBMIT TEMPORARY
STREAM CROSSING TO ENGINEER FOR APPROVAL
PRIOR TO INSTALLATION. REMOVE ALL MATERIALS
FOR TEMPORARY STREAM CROSSING PRIOR TO
STREAMBANK RESTORATION. SEE SUB -SECTION
10.02910 FOR ADDITIONAL REQUIREMENTS.
OCOMPACT CSBC AND CSTC TO 95% MDD PER ASTM
D 1557.
O7 COMPACT HMA TO AT LEAST 91 % OF ITS MAXIMUM
THEORETICAL SPECIFIC GRAVITY (RICE DENSITY).
OCONTRACTOR TO COORDINATE WITH LOCAL HOA
FOR STORMWATER DETENTION POND ACCESS.
OTEMPORARY BYPASS PIPING. CONTRACTOR TO
ROUTE ABOVE GROUND/UNDERGROUND AND
SUPPORT AS REQUIRED.
10 SEE STREAM DEWATERING PLAN FOR COFFERDAM
DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT
TO FUNNEL STREAM FLOW.
11 VISQUEEN SHEET OR EQUIVALENT AT OUTLET OF
CULVERT.
12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM.
13 INSTALL CONCRETE CUT-OFF WALL AT END OF
CLSM.
14 USE TEMPORARY PLUG TO BLOCK FLOW TO
DOWNSTREAM MH DURING BYPASS PUMPING.
S=03 54909