HomeMy WebLinkAboutMFP21001240.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21001240
IVR Number: 21001240
Permit Information
Permit Name: Century Link Permits
Address/Location:03/23/2021Application Date:0007200119Parcel Number: 200 S 3RD ST
Permit Type:03/23/2021Issue Date:Franchise
Permit Work Class:03/23/2022Expiration Date:Minor Utility
Job Number: N.611303Franchise Type:Telephone
Description: Century Link/Lumen to excavate and lower conduit in 4 locations, remove a HH and access 1 MH. Restoration per
City of Renton standards.
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
Heather Binkly
Dycom Industries dba North Sky
11770 Us Hwy 1, SUITE 101
Palm Beach Gardens, FL 33408
B: (360) 254-6920
O: (360) 450-3287
Contractor
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
N.611303
200 S 3rd St, Renton, WA 98057
CenturyLink/Lumen to excavate/lower conduit in 4 locations, remove a HH, and access 1 MH.
X X X X X
3/9/2021Austin Sweeney
MFP21001240
Scott Warlick 3/23/2021 RESTORATION PER CITY OF RENTON STANDARDS
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 Scott Warlick CED 3/23/2021
MFP21001240
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
TRAFFIC CONTROL PLANJOB # N.611303 C.46PERMIT #
S 3RD ST @ SHATTUCK AVE S
EXCAVATE / LOWER CONDUIT
SHOULDER WORKSPEEDLIMIT
25
N
Comments:
EXCAVATE NORTH SIDE S 3RDST, WEST OFSHATTUCK AVE S.SHOULDER WORK.PARKING RESTRICTED.SIDEWALK ACCESSIBLE.SPOTTER WILL ASSIST PEDESTRIANS.
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone S Spotter
Work Area
Work Truck
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
Sharon Martos
Project # N.611303 C.46Designed for LUMENSharon MartosApproved 3/1/2021Traffic Control SupervisorTCS # 010745Phone 253-737-5198sharon.martos@gmail.com
NOT TO SCALE
Date:3/1/2021 Author:Sharon Martos, Traffic Control Supervisor Project:N.611303 C.46CERT:TCS # 010745 Designed for LUMEN:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON requirements.2. Channelizing devices are 28" traffic cones with retroreflective material.3. All signs are 48" x 48" B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum of 11' for lane width.6. Work hours will be ____am to ____pm.
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
ONEWAY
R6-2R
NOPARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
R7-T39
EXCAVATE
WORK AREA8 X 40
ROADWORKAHEADW20-1SHOULDERWORKW21-5100'DWY DWY
S 3RD ST
SHATTUCK AVE SS
www.invarion.com
MFP21001240
TRAFFIC CONTROL PLANJOB # N.611303 C.46PERMIT #
SHATTUCK AVE S @ S 4TH ST
EXCAVATE / LOWER CONDUIT
SHOULDER WORKSPEEDLIMIT
25 Comments:
EXCAVATE AND LOWER CONDUIT.NB LANE SHATTUCK AVE S. NORTHOF S 4TH ST.SHOULDER WORK.SIDEWALK & CROSSWALK ACCESSIBLE.SPOTTER WILL ASSIST PEDESTRIANS.
SHATTUCK AVE S
S 4TH STS
ROADWORKAHEAD
W20-1SHOULDERWORKW21-5ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1100'
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
403020
80
60
Sharon Martos
Project # N.611303 C.46Designed for LUMENSharon MartosApproved 3/1/2021Traffic Control SupervisorTCS # 010745Phone 253-737-5198sharon.martos@gmail.com
NOT TO SCALE
Date:3/1/2021 Author:Sharon Martos, Traffic Control Supervisor Project:N.611303 C.46CERT:TCS # 010745 Designed for LUMEN:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON requirements.2. Channelizing devices are 28" traffic cones with retroreflective material.3. All signs are 48" x 48" B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum of 11' for lane width.6. Work hours will be ____am to ____pm.
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
Legend
Cone S Spotter
Work Area
Work TruckS 3RD PLN
EXCAVATE
WORK AREA8 X 225
www.invarion.com
MFP21001240
TRAFFIC CONTROL PLANJOB # N.611303 C.46PERMIT #
S 4TH ST @ SHATTUCK AVE S
HH 1730 REMOVALLANE SHIFT
SPEEDLIMIT
25
Comments:
REMOVE HH 1730.NE CORNER S 4TH ST & SHATTUCK AVE S.LANE SHIFT.SIDEWALK CLOSED.PEDESTRIANS ROUTED AROUND WORK AREA.SPOTTER WILL ASSIST PEDESTRIANS.
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone S Spotter
Work Area
Work Truck
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
Sharon Martos
Project # N.611303 C.46Designed for LUMENSharon MartosApproved 3/1/2021Traffic Control SupervisorTCS # 010745Phone 253-737-5198sharon.martos@gmail.com
NOT TO SCALE
Date:3/1/2021 Author:Sharon Martos, Traffic Control Supervisor Project:N.611303 C.46CERT:TCS # 010745 Designed for LUMEN:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON requirements.2. Channelizing devices are 28" traffic cones with retroreflective material.3. All signs are 48" x 48" B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum of 11' for lane width.6. Work hours will be ____am to ____pm.
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
S
SIDEWALKCLOSED
R9-9 SIDEWALK CLOSEDCROSS HERER9-11a(R)ROADWORKAHEAD
W20-1
LANESHIFTAHEAD
W5-5
W1-4
100'
100'
100'
SIDEWALK CLOSEDAHEAD
CROSS HERE
60'ROADWORKAHEADW20-1ROADWORKAHEADW20-1DWYN
SHATTUCK AVE S
S 4TH STWHITWORTH AVE S
ROADWORKAHEADW20-1HH 1730WORK AREA10 X 100
www.invarion.com
MFP21001240
TRAFFIC CONTROL PLANJOB # N.611303 C.46PERMIT #
S 2ND ST @ MILL AVE SMH 146
SHOULDER WORK
SPEEDLIMIT25
N
Comments:
ACCESS MH 146.SW CORNER S 2ND ST & MILL AVE S.SHOULDER WORK.CROSSWALK CLOSED.PEDESTRIANS ROUTED AROUND WORK AREA.SPOTTER WILL ASSIST PEDESTRIANS.
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone
S Spotter
Work Area
Work Truck
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
Sharon Martos
Project # N.611303 C.46Designed for LUMENSharon MartosApproved 3/1/2021Traffic Control SupervisorTCS # 010745Phone 253-737-5198sharon.martos@gmail.com
NOT TO SCALE
Date:3/1/2021 Author:Sharon Martos, Traffic Control Supervisor Project:N.611303 C.46CERT:TCS # 010745 Designed for LUMEN:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON requirements.2. Channelizing devices are 28" traffic cones with retroreflective material.3. All signs are 48" x 48" B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum of 11' for lane width.6. Work hours will be ____am to ____pm.
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.comROADWORKAHEADW20-1SHOULDERWORKW21-5MILL AVE SS 2ND ST
S
CROSSWALK CLOSED
CROSS HERE CROSSWALK CLOSEDCROSS HEREMH 146
WORK AREA8 X 30 DWY100'
www.invarion.com
MFP21001240
S 6TH ST
PROJECT
LOCATION
BURNETT AVE SS 2ND ST
SHATTUCK AVE SS 134TH S
T
405
LAKE WASHINGTON
HOUS
E
R
W
A
Y
S
S 3RD ST
CITY OF
RENTON
CenturyLink Civil Base Map
RENTON DOWNTOWN UTILITY IMPROVEMENTS
CITY OF RENTON
RENTON, WASHINGTON
Cover Sheet
2 Legend
3 Key Map
4-7 Utility Plans
Civil Base Map Color Key:Existing FacilitiesConflict Mitigation Action (Proposed Facilities)Additional Information Needed/Notes
Estimated % Design Drawings: 100%
Jurisdiction File Name: 18-2251-Renton_DUIP_BidSet_Signed_Half
Received file from Jurisdiction Date: 11-30-20
FOR REFERENCE ONLY
NOTES:
ALL EXISTING AND PROPOSED CONDITIONS ARE BASED ON INFORMATIONPROVIDED BY OTHERS. CENTURYLINK CANNOT BE RESPONSIBLE FOR THEACCURACY OF INFORMATION AND/OR PLANS PROVIDED BY OUTSIDE PARTIES. FACILITY LOCATIONS, DEPTHS AND ELEVATIONS SHOULD BE FIELD VERIFIEDPRIOR TO CONSTRUCTION.
PROPOSED DESIGN MODIFICATIONS ARE RECOMMENDATIONS ONLY ANDSHOULD BE VERIFIED PRIOR TO CONSTRUCTION.
INDEX OF SHEETS
Plans Prepared For:
Plans Prepared By:
LOCATION MAPNOT TO SCALE N
SHEET 1 of 7DATE: 1-27-2021
REV. DATE DESCRIPTION
0 11-21-19 Initial TT Draft Issued
1
CTL JOB: N.611303.C.06GEO CODE: WC CLLI: Renton (RNTNWA01)ENGINEER: Jesse PatjensPHONE: 206-733-8591EMAIL: jesse.patjens@centurylink.comCPA: Paul ButlerPHONE: 206-652-5690EMAIL: Paul.Butler@centurylink.com
TT Eng: Tom BrownPhone: 206-799-2989E-mail: tbrown@terratechllc.net TT #: WACL19.70097http://www.terratechllc.net
1 12-7-20 Updated w/ 100% Plans
2 1-27-21 Revised for Permit Submittal
MFP21001240
Legend
X
X XXX X
X X X
HH
HH
HHX
X
X
XX XCP
)
X
Existing CenturyLink pedestalor
or
or
New CenturyLink pedestal
Existing CenturyLink pedestal to be removed
Existing CenturyLink SAI (serving area interface)
New CenturyLink SAI (serving area interface)
Existing CenturyLink SAI to be removed orabandoned
Existing CenturyLink cable or conduit to beremoved or abandoned
Existing CenturyLink handhole
New CenturyLink handhole
Existing CenturyLink handhole to be removed
Existing CenturyLink manhole (various sizes)
New CenturyLink manhole (various sizes)
Existing CenturyLink double lidded manhole(various sizes)
New CenturyLink double lidded manhole(various sizes)
Existing CenturyLink manhole to be removedor abandoned (all sizes and types)
Existing CenturyLink repeater
New CenturyLink repeater
Existing CenturyLink repeater to be removed
CP
Existing CenturyLink cool ped. - fiber/electronics
New CenturyLink cool ped. - fiber/electronics
Existing CenturyLink RT (remote terminal)
New CenturyLink RT (remote terminal)
Existing CenturyLink pole
New CenturyLink pole
Existing CenturyLink pole
Existing CenturyLink down guy and anchor
New CenturyLink down guy and anchor
New CenturyLink sidewalk down guy and anchor
Existing power company down guy and anchor
X
X
CenturyLink Civil Base Map 2
of 7
btel Existing buried telephone line
tduc Existing telephone duct run
afo-exist Existing aerial fiber optic
aer-tel Existing overhead telephone line
fo-exist Existing buried fiber optic
bsw-ex Existing buried service wire
asw-ex Existing aerial service wire
New overhead telephone line
BTEL New buried telephone line
TDUC New telephone duct run
BSW-NEW New buried service wire
AFO-NEW New aerial fiber optic
AER-TEL
FO-NEW New buried fiber optic
ASW-NEW New aerial service wire
Project Details
Narrative/Special Remarks:This project proposes to relocate CenturyLink facilities along (insertproject route) between (insert project extents) for the Construction of(insert Jurisdiction's Project Name and Number).
The (insert Jurisdiction) will be protecting in place the followingCenturyLink facilities within the project limits:• • •
The CenturyLink relocation scope will include:• • • •
Construction Sequencing Description Regarding CenturyLink RelocationScope and Jurisdiction Project Construction:CenturyLink's relocation scope is planned to occur prior to Jurisdiction'sConstruction Start Date.
Temporary Facilities:There are no planned temporary facilities as part of CenturyLink'srelocation scope.
Example Narrative/Special Remarks:
This project proposes to relocate CenturyLink facilities along (insertproject route) between (insert project extents) for the Constructionof (insert Jurisdiction's Project Name and Number).
Existing buried splice
New buried splice
New leased pole
Existing leased poleL
L
Abbreviations
ct. Countpr. Pairpp Pending Placementug. Underground
Existing joint use pole
New joint use pole
New foreign owned (e.g. power)
Existing foreign owned (e.g. power)
J
J
Existing CenturyLink power pedestal
New CenturyLink power pedestal
P
P
Existing CenturyLink pole to be removed
1. ALL DUCT ELEVATIONS ARE BASED ON POTHOLE INFORMATION, UNLESS
NOTED OTHERWISE, AND HAVE BEEN PROVIDED BY OTHERS. ELEVATIONS
SHOWN ARE TOP OF DUCT. DEPTHS SHOWN ARE DISTANCE BELOW
EXISTING FINISHED GRADE.
2. PROPOSED VAULT AND DUCT LOCATIONS SHALL BE FIELD VERIFIED
AGAINST EXISTING AND PROPOSED UTILITIES. ENGINEER IN CHARGE
DURING CONSTRUCTION SHALL BE NOTIFIED OF CONFLICTS.
Notes All methods, materials, content and form contained in this
material are the intellectual property of Terra Technologies
LLC, and may not be copied, reproduced, distributed, or
displayed without the express written permission of
Terra Technologies LLC.
The technology presented in this material is protected under
various U.S. and international patents and pending patent
applications, including without limitation, U.S. Patent Nos.
7,771,140; 8,016,518; and 8,061,934.
MFP21001240
1.5' CONC WALLBENCH
DWY
4'CHLK
AC
AC
AC
AC
DWY
DWY
DWY
AC
AC
AC
AC
6' CHLK
GATE DWY
BUS SHELTER
S 3RD ST SHATTUCK AVE SSHATTUCK AVE SS 4TH ST
S 3RD STWHITWORTH AVE SMORRIS AVE SLOGAN AVE SBURNETT AVE SWILLIAMS AVE SMILL AVE SS 2ND ST
WELLS AVE SHOUS
E
R
W
A
Y
S
SW SUNSET BLVD
RAINIER AVE SRAINIER AVE SS 2ND ST
S 2ND STLAKE AVE SS 4TH PL SMITHERS AVE SS 3RD ST
S 4TH ST MAIN AVE SBRO
N
S
O
N
W
A
Y
S
NOTES
1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS,
AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT
MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE
WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED
PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION.
CALL 1-800-424-5555.
2.FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018;
SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019.
3.CONTOUR INTERVAL = 1 FOOT.
4.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM
CENTER OF LID TO CENTER OF LID.
5.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS
HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE.
6.THIS IS THE CENTER OF TWO OR MORE PAINTED LINES
INDICATING A DUCT RUN OF WIDTH AS NOTED. MULTIPLE LINES
AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE
SHOWN IN THE DRAWING.
HORIZONTAL DATUM
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE,
NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140,
AND 1896.
VERTICAL DATUM
NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128.
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL.dwg G-5 9/6/2019 3:02 PM HCM 23.0s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL.dwg G-5 9/6/2019 3:02 PM HCM 23.0s (LMS Tech)SHEET
120 1
18-2251.400
G-5
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
SEPTEMBER 2019
Murraysmith
www.murraysmith.us
PRELIMINARY ONLYDO NOT USE FOR CONSTRUCTION
September 2019
REVISED 50% SUBMITTAL
SEO
TTT
AS SHOWN
SURVEY DATA CONTROL PLAN AND
NOTES
PLAN
SCALE: NTS
SS-1, W-1 SS-2, W-2
SS-3, SD-3, W-3 SS-4, SD-4 SS-5 SS-24
SS-11SS-10, SD-10, W-10SS-9, SD-9
SS-8, SD-8
SS-7, SD-7, W-7SS-6 SS-13SS-14
SS-12SS-15, SD-15, W-15SS-16, SD-16, W-16SD-17, W-17SD-18, W-18SS-19, SD-19,W-19SS-21SS-22, SD-22SS-23, SD-23SS-25, W-25SS-26, W-26SS-20, SD-20,W-20SS-21, SD-21SD-24
SHEET 3
SHEET 4SHEET 5SHEET 7KEY MAP 3 of 7
MFP21001240
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 32
31 31
32
32 32
32
32STOPC5+00 C6+00 C7+00 C8+00 C9+00
E1+0
0
C5+00 C6+00 C7+00 C8+00 C9+00
24" C900 SS 21" SDR 35 SS
C5+00 C6+00 C7+00 C8+00 C9+00
STA C4+90, 14.6' LT
1-48'' SDMH #9
STA C5+32, 14.6' LT
1-48'' SDMH #10
STA C5+32, 21.0' LT
1-CB #13
IE(OUT)12"(S)=27.88
STA C6+85, 14.6' LT1-48'' SDMH #11
STA C6+85, 21.3' LT
1-CB #14
IE(OUT)12"(S)=26.40 STA C8+39, 14.6' LT
1-48'' SDMH #12
STA C8+39, 21.2' LT
1-CB #15
IE(OUT)12"(S)=27.10
12"C900 SD 12"C900 SD 12"C900 SD 12"C900 SD
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60EXIST WSEXIST WS153 LF 12" C900 @ SLP=0.50%154 LF 12" C900 @ SLP=0.50%
48'' SDMH #10
IE(IN)12"(E)=23.07
IE(IN)12"(N)=27.80
IE(OUT)12"(W)=23.07
STA C5+32, 15' LT
RIM=31.23
48'' SDMH #9
IE(IN)12"(E)=22.38
IE(OUT)12"(NW)=22.37
STA C4+90, 15' LT
RIM=31.20
48'' SDMH #11
IE(IN)12"(E)=23.83
IE(IN)12"(N)=26.34
IE(OUT)12"(W)=23.83
STA C6+85, 15' LT
RIM=31.42
144 LF 12" C900 @ SLP=0.50%
42 LF 12" C900
@ SLP=1.63%48'' SDMH #12
IE(IN)12"(E)=24.60
IE(IN)12"(N)=26.99
IE(OUT)12"(W)=24.60
STA C8+39, 15' LT
RIM=31.73EXIST UGPEXIST 12" WEXIST FHEXIST UGP(RECONNECT)
(RECONNECT)
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-7
of 120
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
November 2020AS SHOWN
S 3RD ST
STORM PLAN & PROFILE
STA C4+80 TO STA C9+60
SEO
BAW
TTT
25NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-7 11/11/2020 3:33 PM ANGEL.CASTRO 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C9+60SEE SHEET SD-8MATCHLINE STA A9+60SEE SHEET SD-811
12
1212
12
1 TYP
11 11
15
74CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.6%
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.2%
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=2.2%
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
15
2727
24
24 25 26
25
26
27
250
300 107 111 115
125
112 112 112
11/16/20
HH HHHH
HH #3-5, 463-TA
tductductductduc
tduc
1-unknown duct 1-unknown duct
1-300 pr. ug.
tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc
HH #107-1, 463-TA
tduc tduc tduc
HH #115, 463-TA
1-unknown duct
1-300 pr. ug.
1-unknown duct
1-300 pr. ug.tduc100 pr. ug.btel50 pr. buried
3-unknown ducts
2-200 pr. ug.
1-24 ct. ug. fiber
1-tracer wire
HH
HH #7-2, 463-TA
HH
HH #HH 106,
264-TA
tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tductductductduc1-100 pr. ug.
1-24 ct. ug. fiber
1-tracer wire
4 of 7
C
C = Excavate and Lower
Existing Conduits/Cables
approximately 1.5'
Replace Existing Surface
improvements in kind
MFP21001240
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131
31
••••••••••••••••••••••••••••••••••••••••••••••••••
F6+00 F7+00 F8+00 F9+00 F10+00
12"DI W
21" SDR 35 SS8" SDR 35 SS
F6+00 F7+00 F8+00 F9+00 F10+00F6+00 F7+00 F8+00 F9+00 F10+00
STA F5+86, 21.2' RT
1-CB #17
STA F5+99, 10.7' RT
1-48'' SDMH #15
STA F5+88, 17.1' RT
1-48'' SDMH #14
STA F7+73, 21.3' LT
1-48" SDMH #56W/ RECTANGULAR FRAME
& VANED GRATE
STA F7+67, 13.6' RT
1-48'' SDMH #33
STA F7+66, 21.0' RT
1-CB #42
STA F8+98, 18.8' LT
1-48'' SDMH #52
W/RECTANGULAR
FRAME & VANED GRATE
STA F9+24, 13.7' RT
1-60'' SDMH #34
STA F8+96, 23.4' RT
1-CB #44
STA F9+60, 28.0' RT
1-CB #46
STA F10+01, 18.1' LT
1-48'' SDMH #53
W/RECTANGULARFRAME & VANED GRATE
STA F10+01, 13.6' RT
1-48'' SDMH #35
STA F10+80, 18.2' LT
1-48'' SDMH #54
W/RECTANGULARFRAME & VANED GRATE
18" PP SD 24" PP SD18" PP SD24" PP SD 24" PP SD12"PP SD12"PP SD12"
D
I
S
D
12"DI S
D
12
"
C
9
0
0
SD12"C900 SD5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40EXIST 12"WEXIST 12"SDIE=25.6EXIST UGPEXIST UGPEXIST TEXIST 16"WEXIST UGP/COMM DUCTEXIST WSEXIST GEXIST COMPROP 21" SSIE=18.8EXIST 12"SD(TO BE ABAN)EXIST T63 LF 18" PP SD @
SLP=0.33%
48'' SDMH #14
IE(IN)18"(N)=21.72
IE(IN)12"(S)=21.72
IE(IN)12"(NW)=26.80
IE(OUT)18"(SE)=21.72
STA F5+88, 17' RT
RIM=31.04
48'' SDMH #15
IE(IN)18"(NW)=21.69
IE(OUT)18"(S)=21.69
STA F5+99, 11' RT
RIM=31.26
48'' SDMH #16
SEE SHT SD-8
105 LF 24" PP SD @ SLP=0.38%
48'' SDMH #33
IE(IN)24"(N)=20.63
IE(IN)12"(W)=25.14
IE(IN)12"(E)=23.62
IE(OUT)24"(S)=20.63
STA F7+67, 14' RT
RIM=30.69
60'' SDMH #34
IE(IN)24"(N)=20.10
IE(IN)12"(N)=24.40
IE(IN)12"(E)=23.50
IE(IN)12"(NE)=24.09
IE(IN)12"(SW)=26.84
IE(OUT)24"(S)=20.10
STA F9+24, 14' RT
RIM=30.81
157 LF 24" PP SD @ SLP=0.34%
13 LF 18" PP SD @
SLP=0.23%
48'' SDMH #35
IE(IN)24"(N)=19.84
IE(IN)12"(E)=20.24
IE(OUT)24"(S)=19.84
STA F10+01, 14' RT
RIM=30.26
77 LF 24" PP SD @ SLP=0.34%
±(RECONNECT)EXIST UGPEXIST SS (TO BE ABAN)IE=23.0EXIST 4"GEXIST UGP20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-16
of 120
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
November 2020AS SHOWN
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F5+60 TO STA F10+40
SEO
BAW
TTT
30NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-16 11/11/2020 3:33 PM ANGEL.CASTRO 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 3RD STMATCHLINE STA F10+40SEE SHEET SD-17SHATTUCK AVE S
MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F10+40SEE SHEET SD-17EXIST GR @
ROW CL
12
12
15
1 TYP
15
11
11
12
12
12
12
13
SDMH #16, SEE SHT SD-8
S 3RD PLFOR CONTINUATION
SEE SHEET SD-8
11
15
12
11
CB #19, SEE SHT SD-8
CB #18, SEE SHT SD-8
13 15
565710916
12
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL
FIBER OPTIC,
PROTECT IN PLACE
PER 1-07.17
16 16
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 6 ON SHT SD-42
SEE PROFILE 7 ON SHT SD-42
SEE PROFILE 8 ON SHT SD-42
SEE PROFILE 1 ON SHT SD-43
SEE PROFILE 2 ON SHT SD-43
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
13
15
16
PLACE DENSE FOAM
CUSHION PER THE
SPECIFICATION BETWEEN
SD AND W AS DIRECTED
BY THE ENGINEER
18
18
SEE DET 2,
SHT SD-45
18
18
19
20
21
22
23
24
19
20
20
27
22
21
22
23
301
207 220
2424
27
11/16/20
11/16/20HHHHHHHH
HH #12-1, 463-TA
tductductductductductduc1-unknown duct
1-300 pr. ug.
HH #205-1, 463-TAtductduc1-unknown duct
1-300 pr. ug.
tduc tduc tduc tduc
HH #205-1, 463-TA
1-unknown duct
1-300 pr. ug.
1-400 pr. ug.
1-48 ct. ug. fiber (pp)btelbtel
25 pr. buried
tductductductduc1-unknown duct
2-400 pr. ug.
1-48 ct. ug. fiber (pp)
HH #17-1, 463-TA
tduc
tductduc
tduc1-unknown duct
2-4" pvc ducts
1-1200 pr. ug.
1-24 ct. ug. fiber
1-48 ct. ug. fiber (pp)
1-Tracer wire
HH
HH #UN58, 463-TA
tductduc1-unknown duct
tduc tduc tduc tduc
tductductductduc1-unknown duct
1-100 pr. ug.
tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc
btel btel btel btel btel btel btel btel btel
1-unknown duct
1-48 ct. ug. fiber (pp)1-200 pr. buried
15 of 29SEE SHEET 16SEE SHEET 14SEE SHEET 12
SEE SHEET 11
5 of 7
C = Excavate and
Lower Existing
Conduits/Cables
approximately 1.5'
if needed
C C
MFP21001240
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
30
30 3030
29 29
29
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
F11+00 F12+00 F13+00 F14+00 F15+00F11+00 F12+00 F13+00 F14+00 F15+00F11+00 F12+00 F13+00 F14+00 F15+00
STA F10+01, 13.6' RT
1-48'' SDMH #35
STA F10+80, 13.6' RT
1-48'' SDMH #36
STA F10+80, 21.5' RT
1-CB #49
STA F10+80, 18.2' LT
1-48'' SDMH #54
W/RECTANGULAR
FRAME & VANED GRATE
STA F12+04, 21.5' RT
1-CB #51 STA F12+04, 17.4' RT
1-60'' SDMH #38
STA F12+37, 27.1' LT1-CB #52
STA F12+15, 17.3' RT
1-60'' SDMH #39
STA F13+65, 21.9' RT
1-CB #54
STA F13+65, 13.9' RT
1-60'' SDMH #40
STA F13+65, 21.1' LT
1-48'' SDMH #55
W/RECTANGULAR
FRAME & VANED GRATE
STA F11+85, 27.5' LT
1-CB #50
STA F12+03, 26.3' LT
1-48'' SDMH #37
36" PP SD24" PP SD24" PP SD 12"PP SD24"PP SD18"PP SD12"DI SD
36"PP SD 12"C900 SD(RECONNECT)
(RECONNECT)
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
F10+40 F10+60 F10+80 F11+00 F11+20 F11+40 F11+60 F11+80 F12+00 F12+20 F12+40 F12+60 F12+80 F13+00 F13+20 F13+40 F13+60 F13+80 F14+00 F14+20 F14+40 F14+60 F14+80 F15+00EXIST GSEXIST WSEXIST UGPEXIST UGP124 LF 24" PP SD @ SLP=0.34%150 LF 36" PP SD @ SLP=0.23%
11 LF 24" PP SD @
SLP=0.19%
48'' SDMH #36
IE(IN)24"(N)=19.57
IE(IN)12"(E)=20.09
IE(IN)12"(W)=24.45
IE(OUT)24"(S)=19.57
STA F10+80, 14' RT
RIM=30.10
146 LF 36" PP SD @ SLP=0.25%
60'' SDMH #40
IE(IN)36"(N)=18.78
IE(IN)12"(W)=23.60
IE(IN)12"(E)=21.65
IE(OUT)36"(S)=18.78
STA F13+65, 14' RT
RIM=29.55
60'' SDMH #39
IE(IN)24"(N)=19.13
IE(IN)6"(W)=22.40
IE(OUT)36"(S)=19.13
STA F12+15, 17' RT
RIM=29.71
79 LF 24" PP SD
@ SLP=0.34%
60'' SDMH #38
IE(IN)24"(N)=19.15
IE(IN)18"(E)=19.48
IE(IN)12"(W)=24.27
IE(IN)18"(N)=22.00
IE(OUT)24"(S)=19.15
STA F12+04, 17' RT
RIM=29.71
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-17
of 120
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
November 2020AS SHOWN
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F10+40 TO STA F15+00
SEO
BAW
TTT
31NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-17 11/11/2020 3:33 PM ANGEL.CASTRO 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CLS 4TH STMATCHLINE STA F15+00SEE SHEET SD-18SHATTUCK AVE S
MATCHLINE STA F10+40SEE SHEET SD-16MATCHLINE STA F15+00SEE SHEET SD-18MATCHLINE STA F10+40SEE SHEET SD-1612
11
12
12
12
12
11
11
12
1
15
TYP
11
11
12
15
15
15
12CONTRACTOR SHALL VERIFY
EXIST SD ELEVATION PRIOR TO
CONSTRUCTION. FINAL DEPTH OF
SDMH #37 SHALL BE PER
DIRECTION OF CITY ENGINEER
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC,
PROTECT IN PLACE PER 1-07.17
16
16 1616
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
REPLACE SURVEY MONUMENT PER CITY STANDARD
DETAIL H031 AS REQUIRED FOR CONSTRUCTION
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 3 ON SHT SD-43
SEE PROFILE 4 ON SHT SD-43
SEE PROFILE 5 ON SHT SD-43
SEE PROFILE 6 ON SHT SD-43
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY
CONSTRUCTION NOTES:
1
11
12
15
16
18
18
11336 400 408
416
418
440
19
20
21
22
22
20
20
21 21
19
24
24
8
8
11/16/20HH HH1-unknown duct
1-48 ct. ug. fiber (pp)
200 pr. buried
btel btel btel btel bteltductductductductductduc
tduc tduc tduc
HH #UN59, 463-TA
HH #11-3, 463-TA
btel btel
btel bteltductductduc tduc tduc tduc tduc tduc
tduc tduc tduc tduc
btel btel btel btel btel btel btel
200 pr. buriedPedestal
1-unknown duct (bored)
1-48 ct. ug. fiber (pp)SEE SHEET 15SEE SHEET 176 of 7
C
A
C = Excavate and Lower
Existing Conduits/Cables
approximately 1.5' if needed
A = Excavate Pit, Remove
Handhole, Backfill & Replace
Existing Improvements in Kind
MFP21001240
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454644 45
4544
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46
4
343 CRPL#3 66" STL
CPPL#3 66" STLK3+00K4+00L0+00
L1+00 L2+00 L3+00 L4+00
12"DI W
TS TS
TS
L0+00
L1+00 L2+00 L3+00 L4+0012" C900 SSK3+00K4+008" SDR 35 SS12" CIPP SSC900L0+00
L1+00 L2+00 L3+00 L4+00
STA L4+31, 17.4' RT
1-CB #65
STA L4+60, 15.5' LT
1-CB #67
STA L4+60, 17.4' RT
1-CB #66 12"PP SD24"C900 SD25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80
48'' SDMH #47
IE(IN)12"(S)=39.20
IE(IN)12"(W)=39.00
IE(OUT)24"(E)=39.20
STA L4+16, 14' RT
RIM=45.46
CB #67
IE(IN)12"(S)=41.57
IE(OUT)12"(W)=41.57
STA L4+60, 16' LT
RIM=45.07EXIST 2"G15 LF 12" PP SD @
SLP=5.66%
CB #65
IE(IN)12"(S)=40.05
IE(OUT)12"(N)=40.05
STA K3+07, 35' RT
RIM=44.72
CB #66
IE(IN)12"(E)=41.40
IE(OUT)12"(N)=41.40
STA L4+60, 17' RT
RIM=44.95
29 LF 12"C900
@ SLP=4.66%PROP 12"CIPP SSEXIST TEXIST TEXIST UGP (2)EXIST 2"GEXIST SS LATSPU CRPL BEYOND
18-2251
SD-25
of 120
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
November 2020AS SHOWN
MILL AVE S
STORM PLAN & PROFILE
STA L0+00 TO STA L4+80
SEO
BAW
TTT
37NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-25 11/11/2020 3:33 PM ANGEL.CASTRO 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
MILL AVE S
S 2ND STFOR CONTINUATION
SEE SHEET SD-24 MATCHLINE STA L4+80SEE SHEET SD-2620100 40 60
PLAN
SCALE: 1"=20'
EXIST GR @
ROW CL
MATCHLINE STA L4+80SEE SHEET SD-266970CB #68, SEE SHT SD-24
16
11
11
11
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
SEE PROFILE 6 ON SHT SD-44
SEE PROFILE 7 ON SHT SD-44
CONSTRUCTION NOTES:
1
11
16SDMH #48, SEE SHT SD-24
SDMH #47, SEE SHT SD-24
1 TYP
100
1023 1010
19
20
20
19
GAS WILL BE
DEACTIVATED BY
PSE PRIOR TO
CONSTRUCTION
11/16/20 tductductductductductductductducHH tduc tduc tduc tduc tduc tduc tduc tduc tductductduc
1-unknown duct
1-100 pr. ug.btelbtel50 pr. buried
td
u
c
td
u
c
td
u
c
td
u
c
td
u
c
1-BIP duct
1-400 pr. ug.
t
d
u
c
t
d
u
c
td
u
c
td
u
c
t
d
u
c
12-TK transite ducts
1-900 pr. ug.
1-1100 pr. ug.
3-1500 pr. ug.
1-1800 pr. ug.
2-2400 pr. ug.
1-2700 pr. ug.
7 of 7
B = APS to open MH and
Point out the limits of the
existing structure
B
MFP21001240