HomeMy WebLinkAboutMFP21006116DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21006116
IVR Number: 21006116
Permit Information
Permit Name: Century Link Permits
Address/Location:12/22/2021Application Date:3343301105Parcel Number: 4800 LAKE WASHINGTON BLVD NE
Permit Type:12/22/2021Issue Date:Franchise
Permit Work Class:12/22/2022Expiration Date:Minor Utility
Job Number: N.948351Franchise Type:Telephone
Description: Century Link/Lumen to access HH UN26, place conduit in open trench and replace 1 ped. Restoration per City of
Renton standard.
Contacts
Name Address PhoneTypeBilling
Dena Overaa
QWEST / Century Link
23315 66th Ave S
KENT, WA 98032
B: (206) 345-0173
C: (425) 247-6248
Applicant
Austin Sweeney
Century Link
Applicant
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Michael Smith
Dycom Industries dba North Sky
11818 SE Mill Plain Blvd, SUITE 410
Vancouver, WA 98684
C: (206) 305-5881Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
QWest/Century Link - Billing 7850 S TRAFTON St
TACOMA, WA 98409
Specialized
Billing
X
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
QWEST corp d/b/a CenturyLink QC
Austin Sweeney
253 766 7549
Austin.sweeney@centurylink.com
Northsky Communications 425 615 7121
NORTHSC857Q4 BL.028638
4800 Lake Washington Blvd NE
N.948351
CenturyLink/lumen to access HH UN26, place conduit in open trench, and replace 1 ped.
Please expedite if possible.
X X X X
12/16/21Austin Sweeney
Nathan Janders CED 12/22/2021
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
☐Include map(s) showing the location of the project and work area.
☐Be legible lettering and clear, contrasting, symbols of viewing or printing.
☐Must indicate street names, and north arrow and scale.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
N.948351
4800 Lake Washington Blvd NE
1/13 2/13 8:00 am 3:00 pm
CenturyLink/Lumen to access
HH UN-26, place conduit in open trench, and replace
1 pedestal.
Northsky Communications LLC.425 615 7121
Austin Sweeney Austin.sweeney@centuryLink.com
23315 66th Ave S Kent 98032
12/22/2021
MFP21006116
Nathan Janders CED
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
•Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
•Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
•The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
•In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
•Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP must be at the work site during work hours.
•Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
•Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
•Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
•Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
•The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
•Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
Austin Sweeney Austin Sweeney 12/16/21
MOT-61
SCALE IN FEET
0 50 100
S
E
7
6
T
H STSB I-405
NB I-405
LINE
LW
LANE
10'10'
LANE
PAVEMENT
TEMP
LW 13+00
LW 20+43
LINE
LW
LANE
11'11'
LANE
SHLD
TURN
SHLD
2'
LANE
11'
C. CAMERON
J. DRAGO
S. STUART
5'
MIN
NB405-NE44 LINE 690+00 TO LW LINE 23+00
STAGE 1, PHASE 2
TRAFFIC CONTROL PLAN - MG1-2-3
FENCE
PEDESTRIAN
EXIST
LAKE WASHINGTON BLVD NE
N
E
44
T
H
S
T
WORK AREA
1.5:1
CURVE DATA
P.I. STATION DELTA RADIUS TANGENT LENGTHNo.
19°01'01" LT 211.78 35.47'70.29'
11°18'01" RT 240.00'23.74'47.33'
60.26'30.38'18°01'13" RT 191.59'
19°10'59" RT 250.00'42.25'83.70'
1067.38'126.11'251.06'
1
2
3
4
5
LW 11+27.89
LW 11+93.08
LW 13+31.39
LW 15+36.63
LW 21+39.72 13°28'36" RT
5'
MIN
FENCE
PEDESTRIAN
WORK AREA
TANGENTTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
MPH
25/30
35/45
20 40
30 60
SSREV 0 - RELEASED FOR CONSTRUCTION
SEE NOTE 6 SHEET MOT-N02
1' MIN *
*1
6/26/20
SS7/2/20REV 1 - ADD DIMENSION AND NOTE
7/22/20 SS
2
2
K-80.35-00
TO PEDESTRIAN ROUTE PER
ANCHOR BARRIER ADJACENT
K-80.35-00
TO PEDESTRIAN ROUTE PER
ANCHOR BARRIER ADJACENT
REV 2 - REV DIMENSION, ADD NOTE, PAGE NUMBER
2
FOR SECTION 76 1+59, SEE MOT-62
FOR TRAFFIC CONTROL NOTES, SEE SHEET MOT-N02 2
2
2NB405-NE44 LI
NE 690+00MATCH LINE SEE SHEET MOT-27LW LINE 23+00MATCH LINE SEE SHEET MOT-622
2
1'1'
5710
7700
7695
7705
101
2
1
2
0
11
700
690
50
55
60
25
20GEOSYNTHETIC WALL 07.46R
CIP WALL 07.65R
CIP WALL 07.65IR (2)
CIP WALL 07.52R
CIP WALL 07.61R
C
IP WALL 07.60R
CIP WALL 07.59R
CI
P WALL
0
7.5
7
R12
22
1
11
12
+UOBJCT
?
UOBJCT
UOBJCT
???
??MB
UOBJCT ??UOBJCT
UOBJCT
???UOBJCT
UOBJCT ????????U UUUUUUU
UUUU
UUUUU
U
U U
UUUCCCC
CPP PPPPP5' CLF
3' CLF WWWP
S
S
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
FILE NAME
TIME
DATE 7/22/2020
c:\users\sstuart\documents\projectwise\workingdir\wsdot\dms08389\XL5467_PS_TC_28.dgn
REVISION BY
SHEET
OF
SHEETS
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH10PLOTTED BY
DATE
SStuart
12:30:12 PM Washington State
Department of Transportation
P.E. STAMP BOX
DATE
P.E. STAMP BOX
DATE
PLAN REF NO
AND EXPRESS TOLL LANES PROJECT
I-405; RENTON TO BELLEVUE WIDENING
J. LEFOTU
K. HENRY
C9242
XL5467
TEMPORARY CONCRETE BARRIER
WORK AREA (LONG TERM)
WORK AREA (SHORT TERM)
TEMPORARY PAVEMENT
TRAFFIC SAFETY DRUM
TEMPORARY IMPACT ATTENUATOR
DIRECTION OF TRAFFIC
LEGEND
PORTABLE CHANGEABLE MESSAGE SIGN
OR
OR
PCMS
PEDESTRIAN FENCE
SIGN SYMBOL (EXIST LOCATION)
(PROPOSED LOCATION)10
PEDESTRIAN CHANNELIZING DEVICE
TEMPORARY SIGN (BARRIER MOUNTED)
TEMPORARY SIGN (POST MOUNTED)
WITH OFFSET BRACKET)
TEMPORARY SIGN (BARRIER MOUNTED
10
15 200
5
W20-1
48"
48"
AHEAD
WORK
ROAD±2
0
0'
±
2
0
0'
W20-1
48"
48"
AHEAD
WORK
ROAD
±
25
0'
24"
12"
R9-11A(L)
CROSS HERE
SIDEWALK CLOSED
W20-1
48"
48"
AHEAD
WORK
ROAD
24"
R9-9
12"CLOSED
SIDEWALK
24"
R9-9
12"CLOSED
SIDEWALK
24"
R9-9
12"CLOSED
SIDEWALK
BEGIN WHITE EDGE LINE
10
+
92.41
P
C
11+62.71PRC
12
+22.96
P
T
1
2
3
41
3
+5
4.
9
8PT 24"
R9-9
12"CLOSED
SIDEWALK
9+99.59 LW 22+29.59 NE44 =1
4
+9
4.
3
9PCFLARE12:1
END YELLOW DOUBLE CENTERLINE (10.6' RT)
14+89 LW POT
R=56
'FLARE12:1
13+07.64
P
C
14+31 LW POT (17.6' RT)
END WHITE EDGE LINE (21.6' RT)15+78.09PT10+99 LW POC MATCH EXISTING
12+46 LW POT
10'
10'
R=700'
11'
BEGIN WIDE LANE LINE (0.0' RT)
BEGIN YELLOW DOUBLE CENTERLINE (11.0' RT)
19+68 LW POT
11'
20+43 LW POC (0.0' LT)
END WIDE LANE LINE
21+25 LW POC (0.0' RT)20+13.60PC22+64.66PTBEGIN YELLOW DOUBLE CENTERLINE
CENTERLINE
PT YELLOW DOUBLE
5
22+64.66 LW PT (0.0' RT)
20+93 LW POC
PC YELLOW DOUBLE CENTERLINE (7.4' RT)
PC WHITE EDGE LINE
18+99 LW POT (22.9'À RT)
19+07 LW POT (22.9' RT)
0+56 76 POT
AS REQUIRED TO MAINTAIN DRIVEWAY ACCESS
PROVIDE 2' CLEARENCE FROM EDGE LINE AND
FIELD LOCATE TRAFFIC SAFETY DRUMS TO
PT WHITE EDGE LINE
20+41 LW POC (25.0' RT)
20+24 LW POC (22.0' RT)
0+82 76 POT (13.0' LT)
PC WHITE EDGE LINE
1+19 76 POT (13.0' LT)
BEGIN WHITE EDGE LINE
DOUBLE CENTERLINE
BEGIN YELLOW
2+38 76 POT
WHITE EDGE LINE (13.0' RT)
YELLOW DOUBLE CENTERLINE (0.0' RT)
3+38 76 POT
END WHITE EDGE LINE (25.2' RT)
YELLOW DOUBLE CENTERLINE (0.0' RT, 11.6 RT)
10'
DOUBLE CENTERLINE
BEGIN YELLOW
13+55 LW (0.0' RT)
CONCRETE BARRIER
END TEMP
TEMP CONCRETE BARRIER (12.0' RT)
WHITE EDGE LINE (10.0' RT)
1+59 76 POT (17' RT)
ROUTE
PEDESTRIAN
TEMP
ROUTE
PEDESTRIAN
TEMP
BEGIN TEMP CONCRETE BARRIER
BEGIN TEMP CONCRETE BARRIER (17' LT)
PT WHITE EDGE LINE (13' RT)
END TEMP CONCRETE BARRIER
BEGIN TEMP CONCRETE BARRIER
ROUTE
PEDESTRIAN
TEMP
11'2'
11+38 LW POC 15.8' RT
BEGIN WHITE EDGE LINE (15.1' RT)
BEGIN YELLOW DOUBLE CENTERLINE (0.0' RT)
10+78 LW POT
0+69 76 POT (0.0' LT)
15+05 LW POC
TEMP CONCRETE BARRIER (12.0' LT)
WHITE EDGE LINE (10.0' LT)
14+31 LW POT
R=40'
END TEMP CONCRETE BARRIER (14.8' LT)
END WHITE EDGELINE (10.0' LT) MATCH EXIST
BEGIN WHITE EDGE LINE MATCH EXIST
END DOUBLE CENTERLINE MATCH EXIST
4+38 76 POT (11.6' RT)
14+77 LW POT
PC YELLOW DOUBLE CENTERLINE (0.0' RT)
BEGIN TEMP CONCRETE BARRIER (16.5' LT)
WHITE EDGE LINE (12.8' LT)
10+35 LW POT (32.3' LT) MATCH EXIST
RENTON STD PLAN 128
CROSSWALK PER CITY OF
PLACE PAINTED
26
25
27
28
BARRIER (12.0' LT)
TEMP CONCRETE
WHITE EDGE LINE (10.0' LT)
12+22.96 LW PT
30
29
TEMPORARY RAMP DETAIL, SHEET MOT-D01
CONSTRUCT TEMP PEDESTRIAN RAMP PER 0+00 76 LINE19+47.91 LW = 7
6 LI
NE
TYP
CLEAR
5' MIN
DETAIL, SHEET MOT-D01
TEMPORARY RAMP
PEDESTRIAN RAMP PER
CONSTRUCT TEMP
MFP21006116
\ \ \ \ \
\ \
\ \
CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555
\
\ \
\ \
"/ '
,r
,_
(.' I
\ ' I \ '
\
\
'
'
' "
l '<
I
I
AND
\
\
;
FILE NAME c:luserslmatlldocumentslprojectwiselworkingdirlwsdotldms09049141_XLS467 _PS_RNW0S_UI 1559A.dgn
TIME
DATE
PLOTTED BY
2:40:11 PM
6/30/2020
MF
DESIGNED BY TDW
ENTERED BY MF
CHECKED BY JMS
PROJ. ENGR. J. LEFOTU
REGIONAL ADM. K. HENRY REVISION DATE BY
WORK ZONE MG2-MG3
-cur-cur -_CUT --cu
-BT --BT --B-7"7-,fl ---ar-�ar--ar--ar--ar--
1--w--w--w--w--w--w--w--w
-�::_/::_ ___ �----n,7n�-:-__:.�...;.,;�...,;;;c.=;..1i,,1;;;.,a..--.....BT --
8
T
_
-KE w, -�-'ASHtNGTON � I -BT --BT -
w_
REGION NO. STATE
10 WAS
JOB NUMBER
XL5467
CONTRACT NO.
Btvo NE t -er_ �sT_ ---a
l,
·�
2
.�
.r-1
CONSTRUCTION PHASING FOR WATERLINE RELOCATION:
1.COORDINATE WITH CITY OF RENTON FOR CUT-IN INSTALLATION OF NEW 12-INCH IN-LINE
VALVE ON NE 48TH ST (SE 76TH ST) APPROXIMATELY 150 FEET EAST OF INTERSECTION
WITH LAKE WASH. BLVD NE
2.CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, BACKFILL, STREET RESTORATION,
FOR VALVE INSTALLATION BY CITY FORCES
3. COORDINATE WITH CITY OF RENTON TO SHUT DOWN 12-INCH WATER MAIN IN LAKE
WASH BLVD NE FOR INSTALLATION OF 12-INCH TEMPORARY END CAP ON EXISTING
12-INCH WATER MAIN APPROXIMATELY 50 FEET NORTH OF EXISTING FIRE HYDRANT
5.COORDINATE WITH CITY OF RENTON TO PERFORM FINAL CONNECTIONS TO EXISTING
WATER MAIN ON NORTH SIDE AND ON SOUTH SIDE CONTRACTOR TO EXCAVATE,
INSTALL CONCRETE BLOCK, BACKFILL AND STREET RESTORATION ON SOUTH SIDE (NE
48TH ST) CITY FORCES TO CUT-IN NEW 12-INCH 90°BEND AND 12-INCH GATE VALVE ON
EXISTING 12-INCH MAIN AND CONNECT NEW 12-INCH WATER MAIN TO EXISTING 12-INCH
WATER WITH 12-INCH SLEEVES.
6. ON NORTH SIDE, LAKE WASH BLVD NE, CITY CREW TO REMOVE TEMPORARY END CAP
AND CONNECT TO NEW 12-INCH WATER MAIN WITH 12-INCH SLEEVE
0
NOTES:
12.5
SCALE IN FEET
1.SEE SHEET UT-00 FOR LEGEND AND OWNER CONTACT INFORMATION.
2. CONTRACTOR CAN DEFLECT DUCTILE IRON PIPE JOINTS BY HALF THE
MANUFACTURERS MAXIMUM ALLOWED DEFLECTION.
3. SEE RNW10,11,12,13,AND 14 FOR STANDARD PLANS.
25
4. ALL WATERMAIN TIE-IN SHALL BE COORDINATED WITH THE CITY OF RENTON.
5. ALL WATER LINES SHALL BE DI CLASS 52 WITH RETRAINED JOINTS (RJ) AND
FITTINGS FLANGED BY MECHANICAL JOINTS (FLXMJ MEGALUG® SERIES 1100
OR APPROVAL EQUAL)
6. ALL FINISHED GRADE OR SUB-GRADE SHALL BE IN PLACE PRIOR TO ANY
WATER MAIN INSTALLATION.
7. CONTRACTOR SHALL COVER BOTH ENDS OF NEW PIPE DURING
INSTALLATION, UNTIL CONNECTION TO EXISTING LINE IS READY.
FED.AID PROJ.NO. ..ai,. Washington State 1-405; RENTON TO BELLEVUE WIDENINGw PLAN REF NO Department of Transportation AND EXPRESS TOLL LANES PROJECT RNW05A FL�TIRON LANE� UI# 1559 CITY OF RENTON -WATER SHE.ET PLAN
LOCATION NO.
DATE
P.E. STAMP BOX wood. ■ OF
STA. 7695+65 TO STA. 7710+47 DATE SHEETS
P.E. STAMP BOX
Direct bury ANMW-50 &
(2) 1.25" HDPE
HH UN-26
*Install new ANMW-50 & (2)
1.25" HDPE into vault
Place 4" Schd 40 Conduit under driveway
Place ANMW-50 & (2) 1.25" HDPE in casing
After placing, set locate ball at end of conduit & seal
Remove existing pedestal & overset with
new 25-TA w/ non-skid ADA cover
Case up existing splice & remove terminal
TEA to be removed : 4900 Lake Washington BV NE
Remove/abandon existing direct buried
cable after cut-over
N.948351
WSDOT I-405 HOV Express Toll Lanes - UI 1296.1
4800 Lake Washington Blvd NE, Renton, WA 98056
ENG : Jesse Patjens
CPA : Mark Evaul
All work to be performed withing Flatiron Lane JV existing traffic control.
Coordinate site access with Grady Stidham (206) 573-8382
Base mapping provided by others MFP21006116
City review comment:
restoration per city of renton standard