HomeMy WebLinkAboutS-0371212N
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t'MM
J
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N
C)
Z
0 50 100
Scale in Feet
FOR MANHOLE
AND PAVEMENT
RESTORATION,
SEE DETAIL 11- -
aw
BNSF PREMISES:
WORK SHALL COMPLY WITH THE
PROJECT'S BNSF TEMPORARY
OCCUPANCY PERMIT AND THE
REQUIREMENTS NOTED ON
THESE PLANS AND IN THE
SPECIFICATIONS, SEE NOTE 4.
MH'
2019''.�
i
SMH
1968
NOTES:
1.
CONTRACTOR SHALL PREPARE AND SUBMIT FOR
REVIEW AND APPROVAL A TRAFFIC CONTROL PLAN
SEE DWG C-1 FOR
FOR WORK IN N 4TH ST. THE TRAFFIC CONTROL PLAN
REPLACEMENT
SHALL BE APPROVED BE THE ENGINEER PRIOR TO
REQUIREMENTS
BEGINNING ANY WORK IN N 4TH ST AND BE IN
OACCORDANCE
1
WITH THE CITY APPROVED ROW
PERMIT TO BE OBTAINED BY THE CONTRACTOR.
2.
SEE SPECIAL PROVISIONS SECTION 7-27 FOR
TEMPORARY SEWER BYPASS PUMPING/SYSTEMS
REQUIREMENTS.
3.
EROSION CONTROL MEASURES SHALL BE
PROVIDED/IMPLIMENTED AS REQD AND APPROPRIATE
IN ACCORDANCE WITH THE EROSION CONTROL
NOTES ON DWG G-2 AND APPLICABLE CITY OF
RENTON STD PLANS.
• 4.
SEE GENERAL BNSF NOTES AND REQUIREMENTS ON
DWG G-2.
5.
SEE SPECIAL PROVISIONS SECTION 1-08.13 FOR
SPECIFIC WORK CONSTRAINTS.
SCHEDULE - CURED IN PLACE PIPE FOR SANITARY SEWER
STREET
UPSTREAM
MANHOLE
APPROX DEPTH TO
PIPE INVERT
DOWNSTREAM
MANHOLE
APPROX DEPTH TO
PIPE INVERT
EXISTING PIPE
MATERIAL
PIPE SIZE
APPROX
RUN LENGTH
APPROX #
LATERALS TO
REINSTATE
N 4TH ST
1968
11.3 FT
1967
4.8 FT
VITRIFIED CLAY
2411
456 FT
3
N 4TH ST
1967
4.8 FT
2019
5.6 FT
VITRIFIED CLAY
2411
203 FT
0
TOTAL
2411
659 FT
3
BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
. Seattle, Washington 98101
206.505.3400
C O N S U LTA N T S 206.505.3406 (fax)
SEATTLE TACOMA www.bhcconsultants.com
CIPP PLAN AND SCHEDULE
PLAN
SCALE: 1" = 50'-0"
SURVEYED:
KPG
DESIGNED:
T. WHITEHOUSE, P.E.
DRAWN:
P. SIMON
ISSUED FOR BID TJW 05/2015 JSK CHECKED:
J. KRESHEL, P.E.
N0. REVISION BY DATE APPR APPROVED:
R. DORN, P.E.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
REPLACE TYPE C
TRAFFIC CURB TO
MATCH EX PER RENTON
STD PLAN H007
CONSTRUCTION NOTES:
10 NEW SMH 1968 SHALL BE INSTALLED PRIOR
TO BEGINNING CIPP WORK. SEE GENERAL
CONSTRUCTION SEQUENCE NOTES ON DWG
G-2.
OQUANTITY, LOCATION AND DEPTH OF
EXISTING SIDE SEWERS ARE UNKNOWN.
SIDE SEWERS SHOWN FOR ILLUSTRATION
PURPOSES ONLY. CONTRACTOR SHALL
FIELD LOCATE EXISTING SIDE SEWERS AND
RESTORE SERVICE CONNECTION AFTER
INSTALLATION OF CIPP AS SPECIFIED.
REMOVE 72" DIA MANHOLE
TOP FOR INSTALLATION OF
CIPP, REINSTALL AND ROTATE
APPROX 1350 CCW AS
APPROVED BY THE CITY IN
THE FIELD
PROTECT EX UTILITY
COVER, REINSTALL TO
MATCH EX AS REQD
REPLACE YELLOW
PAVEMENT MARKING
TO MATCH EX
REPLACE CHANNELIZATION
MARKERS PER RENTON
STD PLANS H007 AND 109.1
CITY OF
RENTON
Public Works Dept.
REMOVE AND REPLACE 4
CONC PANELS PER
RENTON STD PLAN 111,
APPROX SIZE=10'x10'x12"
THICK EACH PANEL
MANHOLE AND PAVEMENT
RESTORATION (LOOKING WEST)
DETAIL 1
NTS -
S-0371212
Call 48 Hours
Before You Dig
1-800-424-5555
UNDERGROUND SERVICE
DATE:
CENTRAL RENTON SEWER INTERCEPTOR MAY 2015
RELINE & UPSIZE PROJECT FIELDBOOK:
PAGE:
DRAWING NO:
SEWER RELINE PLAN & DETAILS C — 3
SHEET: OF:
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