HomeMy WebLinkAboutMFP22006206.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22006206
IVR Number: 22006206
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:11/29/2022Application Date:3123059156Parcel Number: 750 S 55TH ST
Permit Type:01/13/2023Issue Date:Franchise
Permit Work Class:01/15/2024Expiration Date:Major Utility
Job Number: JB0001195844Franchise Type:Cable
Description: Comcast JB0001195844 Overlash 4,340' of 96ct fiber to existing Puget Sound poles within the ROW of SE 192nd St
and 116th Ave SE. RESTORATION PER CITY OF RENTON STANDARDS
Contacts
Name Address PhoneTypeBilling
Joshua Day
CCI SYSTEMS
105 Kent St
Iron Mountain, MI 49801
ApplicantX
Corrie Lamb
Comcast
2525 Beaufort Dr.
Modesto, CA 95355
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
Electrical Contractor: CANNOCI873CL
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
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 425.235.7736) (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:
☐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
Comcast Cable Communications Management
(925) 306-5919
Brenda McLennan
Cannon Construction LLC - David Standrin ______425.941.7820_____
20838601590363
JB0001195844
brenda_mclennan@cable.comcast.com
F61563-JB-1195844-RENTON-2 750 S 55TH ST to 11423 SE 188TH ST,
RENTON WA 98055
x
11/29/22
The proposed work in the ROW is to overlash 2,586' of 96ct fiber to existing Comcast strand along south side of SE 192nd St from 99th PL S running east to 108th AVE SE. Continue 96ct overlash 1,754' from Kent/Renton city limits at north east corner of SE 192nd St and
116th Ave SE running north along east side of 116th Ave SE and crossing to west side of 116th Ave SE at SE 188th St, RENTON WA.
*No disturbance of surface.
Please check all that apply:
MFP22006206
Scott Warlick 1/13/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST 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 traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 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.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o 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.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Phone/Cell: _________________________
City/State: Zip:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
425.941.7820
Milton,WA 98354
x
x
Project Name: F61563-JB-1195844-RENTON-2 Permit #:
Site Address: 750 S 55TH ST to 11423 SE 188TH ST, RENTON WA 98055
Work Date: From 1/16/2023 To 1/27/2023 Work Time: Start ____9AM__________ End ____3PM__________
Construction Company: Cannon Construction LLC
Contact Name: David Standrin
Business Address: 406 Porter Way
The proposed work within the ROW is to access existing Comcast vaultat southeast corner of LIND AVE SW & SW 34TH ST; bury new 92' of 2' conduit via bore / pull new .875 series coax; running south behind sidewalk and east to address 3400 Lind Ave SW, RENTON, WA 98057. The proposed work within the ROW is to access existing Comcast vault at southeast corner of LIND AVE SW & SW 34TH ST; bury new 92' of 2' conduit via bore / pull new .875 series coax; running south behind sidewalk and east to address 3400 Lind Ave SW, RENTON, WA 98057.v Description of Work: The proposed work in the ROW is to overlash 2,586' of 96ct fiber to existing Comcast strand along south side of SE
192nd St from 99th PL S running east to 108th AVE SE. Continue 96ct overlash 1,754' from Kent/Renton city limits at north east corner of SE 192nd
St and 116th Ave SE running north along east side of 116th Ave SE and crossing to west side of 116th Ave SE at SE 188th St, RENTON WA.
*No disturbance of surface.
MFP22006206
Monday - Friday
Scott Warlick CED 1/13/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) 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 a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
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 R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 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 Permit Holder’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 City within the scope of this Agreement, Permit Holder 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.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan 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.
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.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
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 Traffic Control Plan 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).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
11/29/22
Brenda McLennan
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - UPGRADE 1 C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS 1 - 5 C1B - OVERVIEW MAP - UPGRADE 1
PS - PROJECT SHEETS 1 - 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1A
PROJECT DESCRIPTION:
FIBER UPGRADE 1:
The proposed work in the ROW is to overlash 2,586' of 96ct fiber to existing Comcast strand along south side of SE 192nd St from 99th PL S running east to 108th AVE SE.
BEGIN ROW WORK:
47.43016, -122.20795
1 2 3 4 5
END ROW WORK:
47.43009, -122.19757
CITY OF KENTCITY OF
RENTON
FIBER UPGRADE 1
This permit is for Major construction work in the ROW and will be billed at an additional
$150/HR for inspections. After hours and weekend work will be billed at $175/HR
MFP22006206
LINETYPES
RISER POLE
POLE ANCHOR/DOWN GUY
STREET LIGHT
MISC. UTILITY
UTILITY POLE
GROUND/BOND
FIRE HYDRANT
CULVERT
WING WALL
BRIDGE
MANHOLE
PULL-BOX
VAULT/BUILDING STORAGE COIL
AERIAL STORAGE
A A AERIAL FIBER - EXISTING
STRAND - EXISTING
INNERDUCT - EXISTING
UG FIBER - EXISTING
CONDUIT - EXISTING
UG FIBER - PROPOSED
AERIAL FIBER - PROPOSED
STRAND - PROPOSED
CONDUIT - PROPOSED
INNERDUCT - PROPOSED
B B B B
B B B B B B B
UNK UNK UNKNOWN UTILITY
EOP EOP EOP
RIGHT OF WAY
EDGE OF PAVEMENT
U
R
0'
0'
STREET SIGN - NO POWER
STREET SIGN - w/ POWER
TRAFFIC LIGHT
PERMANENT SIGNS
CONCRETE BOLLARD
GATE ARMS
ROAD YELLOW LINES
ROAD WHITE LINES
PARKING LINES
RAILROAD
SIDEWALK
SIDEWALK HATCH - CONCRETE
SIDEWALK HATCH - ASPHALT
OVERHEAD CABLE
GUARDRAIL
P/L P/L P/L
PROPERTY LINE
CITY BOUNDARY
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
G G
W W
T T
E E
SEW SEW
SD SD
X X X
TV TV
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
VAULT/PROPOSED VAULTVV
3'x5' BORE PIT
8" POTHOLE
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
GENERAL NOTES:
1.ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITHLOCKING BOLTS.
2.GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINALOR BETTER CONDITION..3.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF36" RADIUS UNLESS SPECIFIED OTHERWISE.
4.BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OFALL ROAD CROSSINGS, AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OFSIGHT SPACING OF APPROXIMATELY 500 FEET.
5.DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECTMANAGER AND RIGHT-OF-WAY OWNER OR CARETAKER APPROVAL PRIOR TOCONSTRUCTION.
6.WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENTAGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITHTHESE AGENCIES STANDARD SPECIFICATIONS.
7.THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORKWILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESSAND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT.
8.THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURSPRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACTNAME(s) AND TELEPHONE NUMBER(s).
9.THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIMETHE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGERDETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUMQUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK ATHIS OWN COST.
10.ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUITLENGTH, CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY THEPROJECT MANAGER.
11.ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATIONSHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS.
12.ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR,IF DAMAGED.
13.ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCHSOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITEHAS POTENTIAL FOR ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDETHE MINIMUM COVER. IN CASES WHERE THE MINIMUM COVER CAN NOT BEACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE ORAPPROVED EQUIVALENT.
15.WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFFOF CITY MAPS,NOT FIELD VERIFIED.
16.BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ONPLANS.
17.AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TOSTART OF CONSTRUCTION WHEN APPLICABLE.
19.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGEBOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE.LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITYINSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20.LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FORSAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONGINTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELPVEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANECLOSURES.
FIBER PLACEMENT NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURSPRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACTTELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERYWORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION.CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERSAT PROJECT COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINEDON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVEHUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDREDFEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE ANDSHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORKPOLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHEREINDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BEREAD FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION.LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISENOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNINGTAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BEACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT.RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE-WEST. DO NOT TAPEFIBER CABLES TOGETHER IN RISER.
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFYALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NOUNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETSIS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARYONCE UTILITIES HAVE BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINEDDURING CONSTRUCTION AND IS COLLECTED IN THE AS-BUILT PHASE.
C3
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
EP/LP/LP/L
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PEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOP3123059080520 S 55TH ST
3123059119
7931000153
794120001019203 98TH AVE S
3123059024730 S 55TH ST
338820009019203 99TH PL S
3123059024730 S 55TH ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP60'29'60'29'50'
32'
S 55TH ST
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WR/WR/WR/W
R/W
R/W R/W
R/W R/W R/W
R/WR/WR/WR/WR/W
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R/WR/WR/WR/WS 55TH ST
S 99TH PL SNO WORK ZONES ON
THIS PROJECT SHEETFOR TCP REFERENCE
CITY OF
RENTON
PS-1MATCH TO PS-2MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
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L P/LEOPEOPEOPEOPEOPEOP338820001019210 99TH PL S
338832022010003 SE 192ND ST
8559300230
338832023010015 SE 192ND ST
338832024010033 SE 192ND ST
3123059156750 S 55TH ST
338832021010006 SE 192ND ST
338832020010012 SE 192ND ST
338832019010020 SE 192ND ST
338832018010026 SE 192ND ST
338832017010034 SE 192ND ST
338832016010042 SE 192ND ST
855930019019201 101ST PL SE
855930014019210 101ST AVE SE
338832015019045 102ND AVE SE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP58'
26'60'36'A A A A A A A A
A
A
A
A
A
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AAAR/
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R/W
S 99TH PL SSE 192ND STSE
1
9
2
N
D
S
T
BEGIN ROW WORK:47.43016, -122.20795
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-2MATCH TO PS-1MATCH TO PS-3MFP22006206
This work is on Private
property and may require
additional approval from the
property owners.
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
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EOP
EO
P
EO
P
EO
PEOPEOP EOPEOPEOPEOPEOPEOPEOP855930020019202 101ST PL SE
052205937519208 102ND AVE SE
052205932310215 SE 192ND ST
052205933210221 SE 192ND ST
052205912710313 SE 192ND ST
052205913510321 SE 192ND ST
363950003010320 SE 192ND ST
363950002010310 SE 192ND ST322305932910228 SE 192ND ST322305932810220 SE 192ND ST
322305915110204 SE 192ND ST
EOPEOPEOPEOP
EOPEOPEOPEOPEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOP
EOPEOP60'36'28'61'22'
43'
32'
63'
A
A
A
A
A
A A A A A A A A A A A A
A
R/W
R/
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W R/WR/WR/WR/WR/WR/WSE 192ND ST102ND AVE SE102ND AVE SESE 192ND PL
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
PS-3MATCH TO PS-2MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L P/L P/L
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EOP363950004010326 SE 192ND ST
052205905410421 SE 192ND ST
214127003010420 SE 192ND ST
2141270240
214127002010424 SE 192ND ST 214127001010430 SE 192ND ST
322305914610440 SE 192ND ST
322305921510450 SE 192ND ST
052205916710435 SE 192ND ST
052205912610445 SE 192ND ST 052205916319207 106TH AVE SE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
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P
EO
P
EOP EOP
EO
P
EO
P
EOP
61'60'28'48'
26'28'AA
A
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST104TH PL SEOVERLASH (1) 96ct
FOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-4MATCH TO PS-3MATCH TO PS-5MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L
P/
L
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L
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EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP
EOP
EO
P
EO
P
EOP
662340019310607 SE 192ND ST
662340019210617 SE 192ND ST
662340019010623 SE 192ND ST
662340010019060 106TH AVE SE
662340010510614 SE 192ND ST
662340010610710 SE 192ND ST 662340010210722 SE 192ND ST
662340010719049 108TH AVE SE
662340018019200 107TH AVE SE
662340018319201 108TH AVE SE
322305919919059 106TH AVE SE
EOP
EOP
EOP
EOPEOPEOPEOP
EOP
EOP
EOPEOP63'28'64'38'
20'
60'
60'
21'
17'
30'
A A A A A A A A A
A
A
A
A
A
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R/
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WR/WSE 192ND ST
107TH AVE SE106TH AVE SE106TH AVE SEEND ROW WORK:47.43009, -122.19757
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-5MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - UPGRADE 1 C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS 1 - 5 C1B - OVERVIEW MAP - UPGRADE 1
PS - PROJECT SHEETS 1 - 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1B
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.43015, -122.19028
1 2 3
4
5
6END ROW WORK:
47.43408, -122.18652
CITY OF
RENTON
CITY OF KENT CITY OF KENT
CITY OF
RENTON
END CITY OF KENT ROW:
47.43029, -122.18637
BEGIN CITY OF RENTON ROW
FIBER UPGRADE 2:
Continue 96ct fiber overlash 1,754' from city limits at north east corner of SE 192nd St and 116th Ave SE running north along east side of 116th Ave SE and crossing to west side of 116th Ave SE at SE 188th St
FIBER UPGRADE 2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L
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L
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P/L EOP662340012911038 SE 192ND ST
662340014111043 SE 192ND ST
662340014011061 SE 192ND ST
6623400131 1565951020
052205900219242 112TH AVE SE
052205928011215 SE 192ND ST
156595001019134 113TH WAY SE
730000039019303 113TH PL SE
662340015211029 SE 192ND ST EOPEOPEOP
EOP EOP EOP
EOP EOP EOP
EOP
EOP EOP EOPEOPEOPEOPEO
P
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P
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP79'35'83'45'48'
28'
A
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R/W R/W R/W R/W R/W R/W R/W R/W
R/WSE 192ND ST 113TH WAY SENO WORK ZONES ON
THIS PROJECT SHEET
FOR TCP REFERENCE
CITY OF KENT
CITY OF
RENTON
PS-1MATCH TO PS-2FOR REFERENCE ONLY:
PERMITTED WITH CITY
OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
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322305932011306 SE 192ND ST
730000031019312 113TH PL SE
681775040019307 114TH PL SE
1565951030
156595018011406 SE 192ND ST 156595019011410 SE 192ND ST
322305903719139 114TH PL SE
322305935711348 SE 192ND ST
322305935511330 SE 192ND ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOP EOP EOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP EOP83'44'84'43'A A
A
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BEGIN ROW WORK:47.43015, -122.19028 OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
R/W
R/WR/W R/W
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R/W R/W R/W R/W R/W R/W R/W R/W
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CITY OF KENT
CITY OF
RENTON
A A A A A A A A A A A A A A A A
PS-2MATCH TO PS-1MATCH TO PS-3FOR REFERENCE ONLY:
PERMITTED WITH CITY
OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L
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L
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P
EO
P EOPEOP926650001011435 SE 191ST CT
926650002011443 SE 191ST CT
926650003011471 SE 191ST CT
681775028011478 SE 193RD TER
7932000005
793200000911619 SE 192ND ST
793200000711627 SE 192ND ST
619840016011606 SE 192ND ST 619840016311624 SE 192ND ST
926650004011470 SE 191ST CT
926650005011464 SE 191ST CT
926650006011458 SE 191ST CT
619840016119116 116TH AVE SEEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOPEOPEO
PEOPEOPEOPEOPEOP
EOPEOPEOPEO
P
EO
P
EOP EOP
EO
P
EO
P
EO
P
EOP EOP EOP EOP
EOP
EOPEOP
EOP EOP
EOPEOPEOPEOP91'43'60'33'19'
60'
73'
49'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/W R/W
R/W R/
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R/
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116TH AVE SE116TH AVE SESE 191ST CT
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF KENT
CITY OF
RENTON
A
A
A A
A A
A A
A A
A
A
A
A
A
A
END CITY OF KENT ROW:47.43029, -122.18637
BEGIN CITY OF RENTON ROW
PS-3MATCH TO PS-2MATCH TO PS-4 MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
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6198400162
619840014119100 116TH AVE SE
322305903618923 115TH LN SE
619840014219030 116TH AVE S
6198400125
370960006011645 SE 189TH PL
370960005011639 SE 189TH PL
EOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOPEOPEOPEOPEO
P
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SEOVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-4
MATCH TO PS-5
MATCH TO PS-3
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L P/L P/L P/L P/L P/L
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L
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EOPEOPEOPEO
PEOPEOPEOPEOP
370960004011633 SE 189TH PL
370960003011627 SE 189TH PL
370960002011621 SE 189TH PL
370960001011615 SE 189TH PL
619840006318910 116TH AVE SE
619840006218900 116TH AVE SE
619840004418820 116TH AVE SE
619840004018818 116TH AVE SE
322305911418817 116TH AVE SE
322305903618923 115TH LN SE EOPEOPEO
P
EOPEOPEOPEO
P
EO
P
EOPEOPEO
P
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EOP
EOPEOPEOPEOPEOP EOP72'
45'
61'
34'38'23'R/
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 189TH PL
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
A
A AAAA
A
PS-5
MATCH TO PS-6
MATCH TO PS-4
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
P/
L
P/
L
P/
L
P/
L
P/LP/LP/LP/LP/LP/L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L P/L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/LP/LP/LP/LP/LP/LP/L
P/L
P/L
P/L
P/L
P/LP/L
P/L
P/
L
P/
L
P/
L
P/
L
P/LP/LP/L
P/
L
P/
L
P/
L
P/L P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/LP/L
P/
L
P/
L
P/
L
P/L
P/L
P/LP/LP/L
P/
L
P/
L
P/L
P/L
P/
L
P/
L
P/L
P/LP/L
P/
L
P/
L
P/L P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L
P/
L
P/LP/LP/LP/L
P/
L
P/
L
P/
L
P/L P/L P/L
P/L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/LP/L
P/LP/L
P/
L
P/
L
P/L
P/L P/L
P/
L
P/
L
P/LP/LP/L
P/
L
P/
L
P/L P/L P/L
P/
L
P/
L EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP3223059075
619840004318812 116TH AVE SE
619840004518802 116TH AVE SE
619780016418670 116TH AVE SE
619780016318662 116TH AVE SE
619780016018652 116TH AVE SE
3223059149
EO
P
EO
P
EOPEOPEOPEOPEOPEO
P
EO
P
EOP EOP
EOP EOP EOP
EOP EOP
61'
34'
73'
39'30'61'R/W R/W R/W
R/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WR/WR/WR/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 188TH ST
END ROW WORK:47.43408, -122.18652
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
AA
AAAAAAAAPS-6MATCH TO PS-5
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - FIBER UPGRADE 1 C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS 1 - 5 PHASE 1: PS 1-2
PHASE 2: PS 2-3 PHASE 3: PS 4-5 PHASE 4: PS 5
C1B - OVERVIEW MAP - FIBER UPGRADE 2 PS - PROJECT SHEETS 1 - 6 PHASE 1: PS 1-3 PHASE 2: PS 2-4
PHASE 3: PS 4-5 PHASE 4: PS 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023
joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
C1A
PROJECT DESCRIPTION:
FIBER UPGRADE 1:
The proposed work in the ROW is to overlash 2,586' of 96ct fiber to existing Comcast strand along south side of SE 192nd St from 99th PL S running east to 108th AVE SE.
BEGIN ROW WORK:
47.43016, -122.20795
1 2 3 4 5
END ROW WORK:
47.43009, -122.19757
CITY OF KENTCITY OF
RENTON
FIBER UPGRADE 1
MFP22006206
LINETYPES
RISER POLE
POLE ANCHOR/DOWN GUY
STREET LIGHT
MISC. UTILITY
UTILITY POLE
GROUND/BOND
FIRE HYDRANT
CULVERT
WING WALL
BRIDGE
MANHOLE
PULL-BOX
VAULT/BUILDING STORAGE COIL
AERIAL STORAGE
A A AERIAL FIBER - EXISTING
STRAND - EXISTING
INNERDUCT - EXISTING
UG FIBER - EXISTING
CONDUIT - EXISTING
UG FIBER - PROPOSED
AERIAL FIBER - PROPOSED
STRAND - PROPOSED
CONDUIT - PROPOSED
INNERDUCT - PROPOSED
B B B B
B B B B B B B
UNK UNK UNKNOWN UTILITY
EOP EOP EOP
RIGHT OF WAY
EDGE OF PAVEMENT
U
R
0'
0'
STREET SIGN - NO POWER
STREET SIGN - w/ POWER
TRAFFIC LIGHT
PERMANENT SIGNS
CONCRETE BOLLARD
GATE ARMS
ROAD YELLOW LINES
ROAD WHITE LINES
PARKING LINES
RAILROAD
SIDEWALK
SIDEWALK HATCH - CONCRETE
SIDEWALK HATCH - ASPHALT
OVERHEAD CABLE
GUARDRAIL
PROPERTY LINE
CITY BOUNDARY
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
G G
W W
T T
E E
SEW SEW
SD SD
X X X
TV TV
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
VAULT/PROPOSED VAULTVV
3'x5' BORE PIT
8" POTHOLE
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
1
PCMS
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
WORKZONE TRAFFIC CONTROL GENERAL INFO
PCMS
TM
A
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
VERY SHORT DURRATION INTERSECTION CROSSING
PRPOTECTIVE VEHICLE
VERY SHORT DURRATION INTERSECTION CROSSING
FLAGGING STATION
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SPOTTER STATION
GENERAL NOTES:
1. FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-950302.
2. PRIORITY PASSAGE THROUGH WORK AREA FOR
EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES.
3. ALL SIGNS, CHANNELIZED DEVICES AND SPACING SHALL
CONFORM TO THE MUTCD.
4. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES
(SEE TABLE FOR SPACING DISTANCES)
5. ALL SPACING MUST ACCOMMODATE AT-GRADE
INTERSECTION AND/OR DRIVEWAYS.
6. MAINTAIN 4' MINIMUM SIDEWALK WIDTHS.
7. MAINTAIN 11' VEHICLE TRAVEL LANE WIDTHS.
8. SPACING MAY BE REDUCED IN URBAN AREA TO FIT
CONDITIONS.
9. SPOTTER TO ASSISTS PEDESTRIANS AROUND WORK
ZONE.
10. SPACING MAY BE REDUCED IN URBAN AREA TO FIT
CONDITIONS.
11. UNIFORMED POLICE OFFICER REQUIRED ON SITE WHEN
WORKING WITHIN 150' OF A SIGNALIZED INTERSECTION.
NEW TRAFFIC FLOW
UNIFORM POLICE OFFICER
TCPG
>
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EO
P
EO
P
EO
P
EO
PEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOP3123059080520 S 55TH ST
3123059119
7931000153
794120001019203 98TH AVE S
3123059024730 S 55TH ST
338820009019203 99TH PL S
3123059024730 S 55TH ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP60'29'60'29'50'
32'
S 55TH ST
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WR/WR/WR/W
R/W
R/W R/W
R/W R/W R/W
R/WR/WR/WR/WR/W
R/
W
R/
WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/W
R/WR/WR/WR/WS 55TH ST
S 99TH PL SNO WORK ZONES ON
THIS PROJECT SHEETFOR TCP REFERENCE
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
SPEEDLIMIT15
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X
SPEEDLIMIT15UPGRADE 1
TCP PHASE 1
PS-1MATCH TO PS-2MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOPEOPEOPEOPEOPEOP338820001019210 99TH PL S
338832022010003 SE 192ND ST
8559300230
338832023010015 SE 192ND ST
338832024010033 SE 192ND ST
3123059156750 S 55TH ST
338832020010012 SE 192ND ST
338832019010020 SE 192ND ST
338832018010026 SE 192ND ST
338832017010034 SE 192ND ST
338832016010042 SE 192ND ST
855930019019201 101ST PL SE
855930014019210 101ST AVE SE
338832015019045 102ND AVE SE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP58'
26'60'36'A A A A A A A A
A
A
A
A
A
A
R/
W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
S 99TH PL SSE 192ND STSE
1
9
2
N
D
S
T
BEGIN ROW WORK:47.43016, -122.20795
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON10550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X
X
X
X WORK ARE
A
CLOSED
RIGHT LANE
W20-5R
AHEAD
CLOSE RIGHT
LANE AS IT FORMS
SPEEDLIMIT15
UPGRADE 1
TCP PHASE 1
X
PS-2MATCH TO PS-1MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOPEOPEOPEOPEOPEOP338820001019210 99TH PL S
338832022010003 SE 192ND ST
8559300230
338832023010015 SE 192ND ST
338832024010033 SE 192ND ST
3123059156750 S 55TH ST
338832020010012 SE 192ND ST
338832019010020 SE 192ND ST
338832018010026 SE 192ND ST
338832017010034 SE 192ND ST
338832016010042 SE 192ND ST
855930019019201 101ST PL SE
855930014019210 101ST AVE SE
338832015019045 102ND AVE SE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP58'
26'60'36'R/
W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
S 99TH PL SSE 192ND STSE
1
9
2
N
D
S
T
BEGIN ROW WORK:47.43016, -122.20795
CITY OF
RENTON10550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
X
CLOSE RIGHTLANE AS IT FORMS
OK
5' MINSTAND
SPEEDLIMIT15
UPGRADE 1
TCP PHASE 2
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X
PS-2MATCH TO PS-3MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP
EO
P
EO
P
EO
PEOPEOP EOPEOPEOPEOPEOPEOPEOP855930020019202 101ST PL SE
052205937519208 102ND AVE SE
052205932310215 SE 192ND ST
052205933210221 SE 192ND ST
052205912710313 SE 192ND ST
052205913510321 SE 192ND ST
363950003010320 SE 192ND ST
363950002010310 SE 192ND ST322305932910228 SE 192ND ST
322305932810220 SE 192ND ST
322305915110204 SE 192ND ST
EOPEOPEOPEOP
EOPEOPEOPEOPEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOP
EOPEOP60'36'28'61'22'
43'
32'
63'
R/W
R/
W
R/
W
R/
WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WR/WR/WSE 192ND ST102ND AVE SE102ND AVE SESE 192ND PL
CITY OF
RENTON10550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT40
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
SPEEDLIMIT25
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
UPGRADE 1
TCP PHASE 2
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X
SPEEDLIMIT25
SPEEDLIMIT25
X
X
X
X X X
WORK AREA WORK AREA
A
A
A
A A A
PS-3MATCH TO PS-2MFP22006206
EOP363950004010326 SE 192ND ST
052205905410421 SE 192ND ST
214127003010420 SE 192ND ST
2141270240
214127002010424 SE 192ND ST 214127001010430 SE 192ND ST
322305914610440 SE 192ND ST
322305921510450 SE 192ND ST
052205916710435 SE 192ND ST
052205912610445 SE 192ND ST 052205916319207 106TH AVE SE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOP EOP
EO
P
EO
P
EOP
61'60'28'48'
26'28'R/W R/W R/W R/W
R/
W
R/
W
R/W
R/
W
R/
W R/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST104TH PL SECITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
UPGRADE 1
TCP PHASE 3
ROADWORK
W21-4
AHEAD ONE LANE
ROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
WORK AREA
X
X
X
X
A
ADATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
PS-4MATCH TO PS-5MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EO
P
EOPEOP
EO
P
EO
P
EO
P
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP
EO
P
EOP
EO
P
EOP
662340019310607 SE 192ND ST
662340019210617 SE 192ND ST
662340019010623 SE 192ND ST
662340010019060 106TH AVE SE
662340010510614 SE 192ND ST
662340010610710 SE 192ND ST 662340010210722 SE 192ND ST
662340010719049 108TH AVE SE
662340018019200 107TH AVE SE
662340018319201 108TH AVE SE
322305919919059 106TH AVE SE
EOP
EOP
EOP
EOPEOPEOPEOP
EOP
EOP
EOPEOP63'28'64'38'
20'
60'
60'
21'
17'
30'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/W
R/
WR/WSE 192ND ST
107TH AVE SE106TH AVE SE106TH AVE SECITY OF
RENTON10550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
UPGRADE 1
TCP PHASE 3
ROADWORK
W21-4
AHEAD
X
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
WORK AREA WORK AREA
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X
X
X
X
X
X
X
A A A A
PS-5MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EO
P
EO
P
EO
P
EO
P
EO
P
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP
EOP
EO
P
EO
P
EOP
662340019310607 SE 192ND ST
662340019210617 SE 192ND ST
662340019010623 SE 192ND ST
662340010019060 106TH AVE SE
662340010510614 SE 192ND ST
662340010610710 SE 192ND ST 662340010210722 SE 192ND ST
662340010719049 108TH AVE SE
662340018019200 107TH AVE SE
662340018319201 108TH AVE SE
322305919919059 106TH AVE SE
EOP
EOP
EOP
EOPEOPEOPEOP
EOP
EOP
EOPEOP63'28'64'38'
20'
60'
60'
21'
17'
30'
A
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/
WR/WSE 192ND ST
107TH AVE SE106TH AVE SE106TH AVE SEEND ROW WORK:47.43009, -122.19757
CITY OF
RENTON10550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
SPEEDLIMIT25
UPGRADE 1
TCP PHASE 4
WORK AREA
OK
5' MINSTAND
ROADWORK
W21-4
AHEAD
CLOSED
RIGHT LANE
W20-5R
AHEAD
W1-4L
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
X
X X
X
X
A
PS-5MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - FIBER UPGRADE 1 C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS 1 - 5 PHASE 1: PS 1-2
PHASE 2: PS 2-3 PHASE 3: PS 4-5 PHASE 4: PS 5
C1B - OVERVIEW MAP - FIBER UPGRADE 2 PS - PROJECT SHEETS 1 - 6 PHASE 1: PS 1-3 PHASE 2: PS 2-4
PHASE 3: PS 4-5 PHASE 4: PS 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023
joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
C1B
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.43015, -122.19028
1 2 3
4
5
6END ROW WORK:
47.43408, -122.18652
CITY OF
RENTON
CITY OF KENT CITY OF KENT
CITY OF
RENTON
END CITY OF KENT ROW:
47.43029, -122.18637
BEGIN CITY OF RENTON ROW
FIBER UPGRADE 2:
Continue 96ct fiber overlash 1,754' from city limits at north east corner of SE 192nd St and 116th Ave SE running north along east side of 116th Ave SE and crossing to west side of 116th Ave SE at SE 188th St
FIBER UPGRADE 2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NETEOP662340012911038 SE 192ND ST
662340014111043 SE 192ND ST
662340014011061 SE 192ND ST
6623400131 1565951020
052205900219242 112TH AVE SE
052205928011215 SE 192ND ST
156595001019134 113TH WAY SE
730000039019303 113TH PL SE
662340015211029 SE 192ND ST EOPEOPEOP
EOP EOP EOP
EOP EOP EOP
EOP
EOP EOP EOPEOPEOPEOPEO
P
EO
P
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP79'35'83'45'48'
28'
A
R/
W
R/
WR/WR/WR/WR/
W
R/W R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/WSE 192ND ST 113TH WAY SENO WORK ZONES ON
THIS PROJECT SHEET
FOR TCP REFERENCE
CITY OF KENT
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT40
ROADWORK
W21-4
AHEAD W1-4L
ROADWORK
W21-4
AHEAD
UPGRADE 2
TCP PHASE 1
X X
X
PS-1MATCH TO PS-2TCP PERMITTED WITH
CITY OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
322305932011306 SE 192ND ST
730000031019312 113TH PL SE
681775040019307 114TH PL SE
1565951030
156595018011406 SE 192ND ST 156595019011410 SE 192ND ST
322305903719139 114TH PL SE
322305935711348 SE 192ND ST
322305935511330 SE 192ND ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOP EOP EOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP EOP83'44'84'43'A A
A
R/
WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/W
R/W R/W
R/W
R/WR/WR/WR/
W
R/
W
R/W
R/W
R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST
BEGIN ROW WORK:47.43015, -122.19028 OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
R/W
R/WR/W R/W
R/
W
R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
CITY OF KENT
CITY OF
RENTON
A A A A A A A A A A A A A A A
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
SPEEDLIMIT40
ROADWORK
W21-4
AHEAD
CONE TOPPERMAINTAIN 11' MINTRAVEL WAY
UPGRADE 2
TCP PHASE 1
X
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PS-2MATCH TO PS-1MATCH TO PS-3TCP PERMITTED WITH
CITY OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EO
P
EO
P EOPEOP926650001011435 SE 191ST CT
926650002011443 SE 191ST CT
926650003011471 SE 191ST CT
681775028011478 SE 193RD TER
7932000005
793200000911619 SE 192ND ST
793200000711627 SE 192ND ST
619840016011606 SE 192ND ST 619840016311624 SE 192ND ST
926650004011470 SE 191ST CT
926650005011464 SE 191ST CT
926650006011458 SE 191ST CT
619840016119116 116TH AVE SEEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOPEOPEO
PEOPEOPEOPEOPEOP
EOPEOPEOPEO
P
EO
P
EOP EOP
EO
P
EO
P
EO
P
EOP EOP EOP EOP
EOP
EOPEOP
EOP EOP
EOPEOPEOPEOP91'43'60'33'19'
60'
73'
49'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/W R/W
R/W R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WSE 192ND ST SE 192ND ST
116TH AVE SE116TH AVE SESE 191ST CT
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF KENT
CITY OF
RENTON
A A
A
END CITY OF KENT ROW:47.43029, -122.18637BEGIN CITY OF RENTON ROW
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT40
SPEEDLIMIT40
SPEEDLIMIT25
SPEEDLIMIT25
ROADNARROWS
W20-2a
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEADCONE TOPPERUPGRADE 2
TCP PHASE 1
X
X
X X
OK
5' MINSTAND
>>>>>>>>PS-3MATCH TO PS-2TCP PERMITTED WITH
CITY OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
322305932011306 SE 192ND ST
730000031019312 113TH PL SE
681775040019307 114TH PL SE
1565951030
156595018011406 SE 192ND ST 156595019011410 SE 192ND ST
322305903719139 114TH PL SE
322305935711348 SE 192ND ST
322305935511330 SE 192ND ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOP EOP EOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP EOP83'44'84'43'R/
WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST
R/W
R/WR/W R/W
R/
W
R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
CITY OF KENT
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT40
ROADWORK
W21-4
AHEAD
UPGRADE 2
TCP PHASE 2
R/
W
R/
W
R/WR/W R/W
R/W
R/WR/WR/WR/
W
R/
W
R/W
R/W R/W R/W
ROADWORK
W21-4
AHEAD ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X X X
PS-2MATCH TO PS-3TCP PERMITTED WITH
CITY OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EO
P
EO
P EOPEOP926650001011435 SE 191ST CT
926650002011443 SE 191ST CT
926650003011471 SE 191ST CT
681775028011478 SE 193RD TER
7932000005
793200000911619 SE 192ND ST
793200000711627 SE 192ND ST
619840016011606 SE 192ND ST 619840016311624 SE 192ND ST
926650004011470 SE 191ST CT
926650005011464 SE 191ST CT
619840016119116 116TH AVE SEEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOPEOPEO
PEOPEOPEOPEOPEOP
EOPEOPEOPEO
P
EO
P
EO
P
EOP EOP
EO
P
EO
P
EO
P
EOP EOP EOP EOP
EOP
EOPEOP
EOP EOP
EOPEOPEOPEOP91'43'60'33'19'
60'
73'
49'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/W R/W
R/W R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WSE 192ND ST SE 192ND ST
116TH AVE SE116TH AVE SESE 191ST CT
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF KENT
CITY OF
RENTON
AA
A
END CITY OF KENT ROW:47.43029, -122.18637BEGIN CITY OF RENTON ROW
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
SPEEDLIMIT40 SPEEDLIMIT40
SPEEDLIMIT25
SPEEDLIMIT25
SPOTTER TO ASSIST
PEDESTRIANS THROUGHWORK ZONE
UPGRADE 2
TCP PHASE 2
R/
W R/W
R/
W
R/
W
A A
A A
A A
A
A
WORK AREA
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
48"
48"
W20-7A
ONE LANE
ROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
48"
48"
W20-7A
ONE LANEROAD
W20-5L
AHEAD
X
X
X
X
X X X
X
X
ONLY
SIGNAL TO BE SET TO RED FLASH
MODE. UNIFORMED POLICE
OFFICER REQUIRED AT ALL TIMES
TO CONTROL TRAFFIC.
TRAFFIC HOLDS FOR AERIALCROSSING ARE TO LAST NOLONGER THAN 5 MINUTES. IFLONGER THAN 5 MINUTES ISNEEDED, TRAFFIC SHALL BERELEASED AND ALLOWED TOCLEAR PRIOR TO NEXT ATTEMPT
FLAGGER TO BE REMAIN INRADIO CONTACT WITH UPOAT INTERSECTION>>>>>>>>PS-3MATCH TO PS-2MATCH TO PS-4
TCP PERMITTED WITH
CITY OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
6198400162
619840014119100 116TH AVE SE
322305903618923 115TH LN SE
619840014219030 116TH AVE S
6198400125
370960006011645 SE 189TH PL
370960005011639 SE 189TH PL
EOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EO
P
61'
33'
72'
33'
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SEOVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
UPGRADE 2
TCP PHASE 2
ROADWORK
W21-4
AHEAD
CLOSEDLEFT LANE
W20-5R
AHEAD
W1-4R
X
X
X
>>PS-4MATCH TO PS-3
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
6198400162
619840014119100 116TH AVE SE
322305903618923 115TH LN SE
619840014219030 116TH AVE S
6198400125
370960006011645 SE 189TH PL
370960005011639 SE 189TH PL
EOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EO
P
61'
33'
72'
33'
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SEOVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
UPGRADE 2
TCP PHASE 3
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
A
A
A
A
A
A
A
A
X
X
X
WORK AREA
PS-4
MATCH TO PS-5 MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOPEOPEOPEO
PEOPEOPEOPEOP
370960004011633 SE 189TH PL
370960003011627 SE 189TH PL
370960002011621 SE 189TH PL
370960001011615 SE 189TH PL
619840006318910 116TH AVE SE
619840006218900 116TH AVE SE
619840004418820 116TH AVE SE
619840004018818 116TH AVE SE
322305911418817 116TH AVE SE
322305903618923 115TH LN SE EOPEOPEO
P
EOPEOPEOPEO
P
EO
P
EOPEOPEO
P
EO
P
EO
P
EO
P
EOP
EOPEOPEOPEOPEOP EOP72'
45'
61'
34'38'23'R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W R/WR/WR/WR/WR/WR/WR/W R/W
R/W R/W
R/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 189TH PL
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEEDLIMIT25
UPGRADE 2
TCP PHASE 3
A
A
A
A
A
AA A
A
48"
48"
W20-7A
ONE LANEROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD
48"
48"
W20-7A
ONE LANEROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD
X
X
X
X
X
X
WORK AREA
WORK AREA
WORK AREA
PS-5MATCH TO PS-4
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NETEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
3223059075
619840004318812 116TH AVE SE
619840004518802 116TH AVE SE
619780016418670 116TH AVE SE
619780016318662 116TH AVE SE
619780016018652 116TH AVE SE
3223059149
EO
P
EO
P
EOPEOPEOPEOPEOPEO
P
EO
P
EOP EOP
EOP EOP EOP
EOP EOP
61'
34'
73'
39'30'61'R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/
WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 188TH ST
END ROW WORK:47.43408, -122.18652
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
8060
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
WORK AREA
SPEEDLIMIT25 R/WR/WR/WR/WR/WR/WR/W R/W R/W R/W
R/WR/WR/WUPGRADE 2
TCP PHASE 4
48"
48"
W20-7A
ONE LANE
ROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD
48"
48"
W20-7A
ONE LANEROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD
48"
48"
W20-7A ONE LANEROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD
X X X
X
X
X
X
X
X
A
A
A
AWORK AREA
PS-6
MFP22006206
CCI Systems
105 Kent St
Iron Mountain, MI 49801
November 29, 2022
To whom it may concern:
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB #1195844
To whom it may concern,
CCI Systems has been contracted to design and engineer this project on behalf of Comcast Cable
Communications Management, LLC. Comcast is applying for a variance request in order to upgrade their
existing facilities.
Comcast proposes to overlash 96CT fiber ~4,340’.
Comcast is requesting that the City of Renton approve this variance request based on the fact that the
requirements for undergrounding this proposed over-lash will not cause substantial adverse impacts to
other person or entities in the immediate area and will cause undue hardship.
1.Installation of undergrounding facilities will increase the total cost of construction roughly
15-25 times the amount of an aerial over-lash on the existing Comcast strand.
2.Potential damage to underground facilities will be increased.
3.Over-lash will not cause substantial adverse impact to other persons or entities in the
immediate area. Over-lashing the cable will be accomplished in a few days, and the
residents will not notice any impact. Comcast will clean up the over-lashed spans as
necessary and identify and remove any existing dead cables along this route.
4.The variance is necessary to prevent and undue hardship due to the increased construction
costs if forced to install the proposed extension underground.
5.The granting of the variance will not be materially detrimental to the public welfare because
Comcast does agree to underground the cable system, but they are waiving the obligation
into the future when all other utilities are underground to prevent an undue hardship
against Comcast currently.
Upon the granting of the Variance, Comcast will coordinate construction and traffic control as per your
requirements. Comcast and their contractors want to cooperate at the highest level and agree to
adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and
maintenance of the proposed facilities.
If you have any further questions regarding this project please contact Andrew Parker at 253-225-0593.
Thank you for your consideration in this matter.
Jennifer Ewing
Fielding Project Coordinator
CCI SYSTEMS
o (906) 282-3618| e jennifer.ewing@ccisystems.com
January 13, 2023
Jennifer Ewing
CCI Systems.
105 Kent St,
Iron Mountain, MI 49801
Via Email: Jennifer.ewing@ccisystems.com
SUBJECT: Request for Undergrounding Exemption (JB#1195844, MFP22006206, 750 S 55th St)
Dear Mrs. Ewing:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal
Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required
to be installed underground, pursuant to the standards of the section of RMC.
Comcast proposes to have Cannon Construction Inc overlash new 96CT fiber for a total of approximately
4,340 lineal feet to existing Puget Sound Energy (PSE) poles along SE 192nd St and 116th Ave SE within the
City. See the enclosed Site Plan showing the proposed overlashing limits.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720
grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below,
through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton.
Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service
providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service
provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are
underground, Grantee shall place its Cable System’s distribution cables underground within that area;
provided that such underground locations are actually capable of accommodating Grantee’s cable and
other equipment without technical degradation of the Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and
overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need
to be provided for, any existing obsolete cable will need to be removed; staff recommends these as
conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast
franchise agreement which allows new overhead facilities to be placed overhead provided there are other
similar providers overhead as well. Comcast is required to obtain all necessary private utility easements
for work on private property.
DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C)
as requested by the applicant is approved with conditions subject to the conditions below as the request
complies with the Comcast Franchise Agreement.
Comcast Job JB#1195844
Page 2 of 2
January 13, 2023
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of
construction. New aerial lines within the Project Reach must have a minimum vertical clearance
of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that
construction is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take
place until the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in
the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other
utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a
franchisee within the Project Reach, in which case the Applicant shall participate in the joint use
trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made
available within the Project Reach that will accommodate the aerial lines. The new aerial lines
must be undergrounded within one year, or approved otherwise by the City of Renton Community
and Economic Development Administrator or designee, from the first event triggering the
requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period
from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed
with the City Clerk, along with the required appeal fee, by 5:00 pm, January 27, 2022. Due to the ongoing
state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s
Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at
cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal
fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is
submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional
information regarding the appeal process may be obtained from the City Clerk’s Office,
cityclerk@rentonwa.gov.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Director
cc: C.E. “Chip” Vincent, CED Administrator
Justin Johnson, Construction Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - UPGRADE 1 C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS 1 - 5 C1B - OVERVIEW MAP - UPGRADE 1
PS - PROJECT SHEETS 1 - 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1A
PROJECT DESCRIPTION:
FIBER UPGRADE 1:
The proposed work in the ROW is to overlash 2,586' of 96ct fiber to existing Comcast strand along south side of SE 192nd St from 99th PL S running east to 108th AVE SE.
BEGIN ROW WORK:
47.43016, -122.20795
1 2 3 4 5
END ROW WORK:
47.43009, -122.19757
CITY OF KENTCITY OF
RENTON
FIBER UPGRADE 1
This permit is for Major construction work in the ROW and will be billed at an additional
$150/HR for inspections. After hours and weekend work will be billed at $175/HR
MFP22006206
LINETYPES
RISER POLE
POLE ANCHOR/DOWN GUY
STREET LIGHT
MISC. UTILITY
UTILITY POLE
GROUND/BOND
FIRE HYDRANT
CULVERT
WING WALL
BRIDGE
MANHOLE
PULL-BOX
VAULT/BUILDING STORAGE COIL
AERIAL STORAGE
A A AERIAL FIBER - EXISTING
STRAND - EXISTING
INNERDUCT - EXISTING
UG FIBER - EXISTING
CONDUIT - EXISTING
UG FIBER - PROPOSED
AERIAL FIBER - PROPOSED
STRAND - PROPOSED
CONDUIT - PROPOSED
INNERDUCT - PROPOSED
B B B B
B B B B B B B
UNK UNK UNKNOWN UTILITY
EOP EOP EOP
RIGHT OF WAY
EDGE OF PAVEMENT
U
R
0'
0'
STREET SIGN - NO POWER
STREET SIGN - w/ POWER
TRAFFIC LIGHT
PERMANENT SIGNS
CONCRETE BOLLARD
GATE ARMS
ROAD YELLOW LINES
ROAD WHITE LINES
PARKING LINES
RAILROAD
SIDEWALK
SIDEWALK HATCH - CONCRETE
SIDEWALK HATCH - ASPHALT
OVERHEAD CABLE
GUARDRAIL
P/L P/L P/L
PROPERTY LINE
CITY BOUNDARY
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
G G
W W
T T
E E
SEW SEW
SD SD
X X X
TV TV
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
VAULT/PROPOSED VAULTVV
3'x5' BORE PIT
8" POTHOLE
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
GENERAL NOTES:
1.ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITHLOCKING BOLTS.
2.GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINALOR BETTER CONDITION..3.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF36" RADIUS UNLESS SPECIFIED OTHERWISE.
4.BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OFALL ROAD CROSSINGS, AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OFSIGHT SPACING OF APPROXIMATELY 500 FEET.
5.DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECTMANAGER AND RIGHT-OF-WAY OWNER OR CARETAKER APPROVAL PRIOR TOCONSTRUCTION.
6.WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENTAGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITHTHESE AGENCIES STANDARD SPECIFICATIONS.
7.THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORKWILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESSAND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT.
8.THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURSPRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACTNAME(s) AND TELEPHONE NUMBER(s).
9.THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIMETHE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGERDETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUMQUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK ATHIS OWN COST.
10.ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUITLENGTH, CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY THEPROJECT MANAGER.
11.ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATIONSHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS.
12.ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR,IF DAMAGED.
13.ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCHSOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITEHAS POTENTIAL FOR ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDETHE MINIMUM COVER. IN CASES WHERE THE MINIMUM COVER CAN NOT BEACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE ORAPPROVED EQUIVALENT.
15.WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFFOF CITY MAPS,NOT FIELD VERIFIED.
16.BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ONPLANS.
17.AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TOSTART OF CONSTRUCTION WHEN APPLICABLE.
19.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGEBOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE.LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITYINSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20.LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FORSAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONGINTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELPVEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANECLOSURES.
FIBER PLACEMENT NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURSPRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACTTELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERYWORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION.CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERSAT PROJECT COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINEDON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVEHUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDREDFEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE ANDSHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORKPOLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHEREINDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BEREAD FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION.LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISENOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNINGTAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BEACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT.RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE-WEST. DO NOT TAPEFIBER CABLES TOGETHER IN RISER.
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFYALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NOUNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETSIS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARYONCE UTILITIES HAVE BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINEDDURING CONSTRUCTION AND IS COLLECTED IN THE AS-BUILT PHASE.
C3
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
EP/LP/LP/L
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L
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LP/LP/LP/LP/LP/LP/LP/LP/LP/L
P/LP/LP/LP/LEO
P
EO
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EO
P
EO
PEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOP3123059080520 S 55TH ST
3123059119
7931000153
794120001019203 98TH AVE S
3123059024730 S 55TH ST
338820009019203 99TH PL S
3123059024730 S 55TH ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP60'29'60'29'50'
32'
S 55TH ST
R/
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R/
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R/WR/WR/WR/WS 55TH ST
S 99TH PL SNO WORK ZONES ON
THIS PROJECT SHEETFOR TCP REFERENCE
CITY OF
RENTON
PS-1MATCH TO PS-2MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
P/
L
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338832022010003 SE 192ND ST
8559300230
338832023010015 SE 192ND ST
338832024010033 SE 192ND ST
3123059156750 S 55TH ST
338832021010006 SE 192ND ST
338832020010012 SE 192ND ST
338832019010020 SE 192ND ST
338832018010026 SE 192ND ST
338832017010034 SE 192ND ST
338832016010042 SE 192ND ST
855930019019201 101ST PL SE
855930014019210 101ST AVE SE
338832015019045 102ND AVE SE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP58'
26'60'36'A A A A A A A A
A
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AAAR/
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S 99TH PL SSE 192ND STSE
1
9
2
N
D
S
T
BEGIN ROW WORK:47.43016, -122.20795
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-2MATCH TO PS-1MATCH TO PS-3MFP22006206
This work is on Private
property and may require
additional approval from the
property owners.
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
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PEOPEOP EOPEOPEOPEOPEOPEOPEOP855930020019202 101ST PL SE
052205937519208 102ND AVE SE
052205932310215 SE 192ND ST
052205933210221 SE 192ND ST
052205912710313 SE 192ND ST
052205913510321 SE 192ND ST
363950003010320 SE 192ND ST
363950002010310 SE 192ND ST322305932910228 SE 192ND ST322305932810220 SE 192ND ST
322305915110204 SE 192ND ST
EOPEOPEOPEOP
EOPEOPEOPEOPEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOP
EOPEOP60'36'28'61'22'
43'
32'
63'
A
A
A
A
A
A A A A A A A A A A A A
A
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WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
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OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
PS-3MATCH TO PS-2MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L P/L P/L
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EOP363950004010326 SE 192ND ST
052205905410421 SE 192ND ST
214127003010420 SE 192ND ST
2141270240
214127002010424 SE 192ND ST 214127001010430 SE 192ND ST
322305914610440 SE 192ND ST
322305921510450 SE 192ND ST
052205916710435 SE 192ND ST
052205912610445 SE 192ND ST 052205916319207 106TH AVE SE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
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EOP EOP
EO
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EOP
61'60'28'48'
26'28'AA
A
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST104TH PL SEOVERLASH (1) 96ct
FOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-4MATCH TO PS-3MATCH TO PS-5MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L
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EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP
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662340019310607 SE 192ND ST
662340019210617 SE 192ND ST
662340019010623 SE 192ND ST
662340010019060 106TH AVE SE
662340010510614 SE 192ND ST
662340010610710 SE 192ND ST 662340010210722 SE 192ND ST
662340010719049 108TH AVE SE
662340018019200 107TH AVE SE
662340018319201 108TH AVE SE
322305919919059 106TH AVE SE
EOP
EOP
EOP
EOPEOPEOPEOP
EOP
EOP
EOPEOP63'28'64'38'
20'
60'
60'
21'
17'
30'
A A A A A A A A A
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107TH AVE SE106TH AVE SE106TH AVE SEEND ROW WORK:47.43009, -122.19757
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
PS-5MATCH TO PS-4MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
C1A - OVERVIEW MAP - UPGRADE 1 C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS 1 - 5 C1B - OVERVIEW MAP - UPGRADE 1
PS - PROJECT SHEETS 1 - 6
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1B
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.43015, -122.19028
1 2 3
4
5
6END ROW WORK:
47.43408, -122.18652
CITY OF
RENTON
CITY OF KENT CITY OF KENT
CITY OF
RENTON
END CITY OF KENT ROW:
47.43029, -122.18637
BEGIN CITY OF RENTON ROW
FIBER UPGRADE 2:
Continue 96ct fiber overlash 1,754' from city limits at north east corner of SE 192nd St and 116th Ave SE running north along east side of 116th Ave SE and crossing to west side of 116th Ave SE at SE 188th St
FIBER UPGRADE 2
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L
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P/L EOP662340012911038 SE 192ND ST
662340014111043 SE 192ND ST
662340014011061 SE 192ND ST
6623400131 1565951020
052205900219242 112TH AVE SE
052205928011215 SE 192ND ST
156595001019134 113TH WAY SE
730000039019303 113TH PL SE
662340015211029 SE 192ND ST EOPEOPEOP
EOP EOP EOP
EOP EOP EOP
EOP
EOP EOP EOPEOPEOPEOPEO
P
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P
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP79'35'83'45'48'
28'
A
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R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/WSE 192ND ST 113TH WAY SENO WORK ZONES ON
THIS PROJECT SHEET
FOR TCP REFERENCE
CITY OF KENT
CITY OF
RENTON
PS-1MATCH TO PS-2FOR REFERENCE ONLY:
PERMITTED WITH CITY
OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L
P/L
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L
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322305932011306 SE 192ND ST
730000031019312 113TH PL SE
681775040019307 114TH PL SE
1565951030
156595018011406 SE 192ND ST 156595019011410 SE 192ND ST
322305903719139 114TH PL SE
322305935711348 SE 192ND ST
322305935511330 SE 192ND ST
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOP EOP EOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP EOP83'44'84'43'A A
A
R/
WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W R/WR/W R/W
R/W
R/WR/WR/WR/
W
R/
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R/W
R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSE 192ND ST
BEGIN ROW WORK:47.43015, -122.19028 OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
R/W
R/WR/W R/W
R/
W
R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
CITY OF KENT
CITY OF
RENTON
A A A A A A A A A A A A A A A A
PS-2MATCH TO PS-1MATCH TO PS-3FOR REFERENCE ONLY:
PERMITTED WITH CITY
OF KENT
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L
P/
L
P/
L
P/
L
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P/LP/LEO
P
EO
P EOPEOP926650001011435 SE 191ST CT
926650002011443 SE 191ST CT
926650003011471 SE 191ST CT
681775028011478 SE 193RD TER
7932000005
793200000911619 SE 192ND ST
793200000711627 SE 192ND ST
619840016011606 SE 192ND ST 619840016311624 SE 192ND ST
926650004011470 SE 191ST CT
926650005011464 SE 191ST CT
926650006011458 SE 191ST CT
619840016119116 116TH AVE SEEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOPEOPEO
PEOPEOPEOPEOPEOP
EOPEOPEOPEO
P
EO
P
EOP EOP
EO
P
EO
P
EO
P
EOP EOP EOP EOP
EOP
EOPEOP
EOP EOP
EOPEOPEOPEOP91'43'60'33'19'
60'
73'
49'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/W R/W
R/W R/
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W
R/
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R/WR/WR/WR/WR/W R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W
R/
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R/
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R/
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R/
W R/WR/WR/WR/WSE 192ND ST SE 192ND ST
116TH AVE SE116TH AVE SESE 191ST CT
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
OVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF KENT
CITY OF
RENTON
A
A
A A
A A
A A
A A
A
A
A
A
A
A
END CITY OF KENT ROW:47.43029, -122.18637
BEGIN CITY OF RENTON ROW
PS-3MATCH TO PS-2MATCH TO PS-4 MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
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6198400162
619840014119100 116TH AVE SE
322305903618923 115TH LN SE
619840014219030 116TH AVE S
6198400125
370960006011645 SE 189TH PL
370960005011639 SE 189TH PL
EOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOPEOPEOPEOPEO
P
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P
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61'
33'
72'
33'
R/
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SEOVERLASH (1) 96ctFOC TO EXISTING
COMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-4
MATCH TO PS-5
MATCH TO PS-3
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/L P/L P/L P/L P/L P/L P/L
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EOPEOPEOPEO
PEOPEOPEOPEOP
370960004011633 SE 189TH PL
370960003011627 SE 189TH PL
370960002011621 SE 189TH PL
370960001011615 SE 189TH PL
619840006318910 116TH AVE SE
619840006218900 116TH AVE SE
619840004418820 116TH AVE SE
619840004018818 116TH AVE SE
322305911418817 116TH AVE SE
322305903618923 115TH LN SE EOPEOPEO
P
EOPEOPEOPEO
P
EO
P
EOPEOPEO
P
EO
P
EO
P
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P
EOP
EOPEOPEOPEOPEOP EOP72'
45'
61'
34'38'23'R/
W
R/
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R/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 189TH PL
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
A
A AAAA
A
PS-5
MATCH TO PS-6
MATCH TO PS-4
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/20221" = 40'
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
P/
L
P/
L
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L
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L
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P/
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L EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP3223059075
619840004318812 116TH AVE SE
619840004518802 116TH AVE SE
619780016418670 116TH AVE SE
619780016318662 116TH AVE SE
619780016018652 116TH AVE SE
3223059149
EO
P
EO
P
EOPEOPEOPEOPEOPEO
P
EO
P
EOP EOP
EOP EOP EOP
EOP EOP
61'
34'
73'
39'30'61'R/W R/W R/W
R/WR/WR/WR/
W
R/
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R/WR/WR/WR/WR/WR/WR/WR/W116TH AVE SESE 188TH ST
END ROW WORK:47.43408, -122.18652
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
CITY OF
RENTON
A
A
A
A
A
A
AA
AAAAAAAAPS-6MATCH TO PS-5
MFP22006206
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1195844
MSJD11/18/2022
PROJECT FOR:
RENTON WA 98055
4300 TALBOT RD S
Retina Institute of WA
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP22006206
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP22006206
Engineering
1 A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15'-6".
3 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
4 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the
Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
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