HomeMy WebLinkAboutWWP2703712.12CV
co
O
I
CV
ICI
■lE
Z
J
0 50 100
Scale in Feet
T
1.
FOR MANHOLE
AND PAVEMENT
RESTORATION;
SEE DETAIL 1/-�-
•
I SMH
2019
Ith Vqm
TIM
EXISTING SIDE SEWER TO i
NORTH WAS CAPPED AND
NOT REINSTATED
TYP 2
24" CIPP SS
4!
a
0 0
ems. a�
Aw
;*A
IL
µin �it�
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.
SMH SMH
6551 1170 FT
� 1968,
rani
a
0
4
Tr
4
•
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
ACCORDANCE WITH THE CITY APPROVED ROW
1
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 READ 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 APPROX DEPTH TO
MANHOLE PIPE INVERT
DOWNSTREAM
MANHOLE
APPROX DEPTH TO 1 EXISTING PIPE
PIPE INVERT I MATERIAL
APPROX #
I APPROX
j PIPE SIZE RUN LENGTH I LATERALS TO
_. REINSTATE
N 4TH ST
1968 11.3 FT
j 1967
I 4.8 FT VITRIFIED CLAY
24" 456 FT— 2
I I
N 4TH ST
t
1967 I 4.8 FT
I
i 2019
i
5.6 FT VITRIFIED CLAY
I I
2411 203 FT --� — -
TOTAL
24" 659 FT 3
SCHEDULE NOTE:
1, SMH 6551 WAS INSTALLED BY OTHERS PRIOR TO CIPP
INSTALLATION AS PART OF ANOTHER PROJECT AND IS NOT
SHOWN ON THIS SCHEDULE.
BHC Consultants, LLC
Mb
1601 Fifth Avenue, Suite 500
. Seattle, Washington 98101
206.505.3400
CONSUL.4 i %j 206.505.3406 (fax)
SEATTLE TACOMA www.bhcconsultants.com
CIPP PLAN AND SCHEDULE
PLAN J1
SCALE
ORIGINAL ORIGINAL
SEALED BY: SEALED BY:
TYLER JAMES WHITEHOUSE JEFFREY S. KRESHEL
5/14/15 5/14/15
49545 32796
—
SURVEYED:
-- -- K P G
DESIGNED:
T. WHITEHOUSE, P.E.
Z RECORD DRAWING TJW 12/2016 RAID DAP SIMON
ISSUED FOR BID TJW 05/2015 JSK CHECKED:
J. KRESHEL, P.E.
NO. REVISION BY DATE APPR APPROVED:
R. DORN, P.E.
REPLACE TYPE C
TRAFFIC CURB TO
MATCH EX PER RENTON
STD PLAN H007
I
RECORD DRAWING
These record drawings have been prepared
based on construction records and as -built
information provided by the contractor and
others. BHC Consultants, LLC has not
verified the accuracy and/or completeness
of this information.
SCALE:
HL ORIZONTANAD NAVC
AS NOTED 19a3/1991
\1
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
- CITY OF
RENTON
public Works Dept.
CONSTRUCTION NOTES:
NEW SMH 1968 SHALL BE INSTALLED PRIOR
TO BEGINNING CIPP WORK. SEE GENERAL
CONSTRUCTION SEOLIENCE NOTES ON DWG
G-2,
O2 QUANTITY; 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
REPLACE YELL
PAVEMENT MA
TO MATCH EX
PROTECT EX UTILITY
COVER, REINSTALL TO
MATCH EX AS REQD
REPLACE CHANNELIZATION
MARKERS PER RENTON
STD PLANS H007 AND 109.1
REMOVE AND REPLACE 4
CONIC PANELS PER
RENTON STD PLAN 111,
APPROX SIZE=10'x10'x12"
THICK EACH PANEL
MANHOLE AND PAVEMENT
RESTORATION (LOOKING WEST)
DETAIL
N S
S=371206
Call 48 Hours
Before You Dig
CENTRAL RENTON SEWER INTERCEPTOR
RELINE & UPSIZE PROJECT
SEWER RELINE PLAN & DETAILS
1-800-424-5555
JNDERGROUND SERVICE
DATE-
MAY
2015 I
FIELDHOOK:
PAGE-
i
DRAWING NC:
r,
7
.`._�
SHEET
C,
6
6
D
zITI
f"1
YJ
o
C
>�T
-
p mLfl
U1
a
Nz
m
z
z
M
C,0
0
D
Cn
D
n
O
M O
Mo
C
MN
m
D
�z
71
z*
c
�_
M°
m-
UK
rU z
z
Nm
O
D
a
D
//z�
Y�
C
co
M
z
r- 7
YG o
O
zU
A
7i
m
D
o
0
M
°C
TI
m