HomeMy WebLinkAboutMFP23000359.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23000359
IVR Number: 23000359
Permit Information
Permit Name: Comcast Cable Franchise Permit
F61646-JB1256614-RENTON-1Address/Location:01/20/2023Application Date:1723059100Parcel Number: 1850 MAPLE VALLEY HWY
Permit Type:02/24/2023Issue Date:Franchise
Permit Work Class:02/26/2024Expiration Date:Major Utility
Job Number: F61646-JB1256614-RENTON-1Franchise Type:Cable
Description: Comcast JB1256614. Permit to Pull 96CT fiber along existing Comcast strand for approximately 3,000 ft in the
public ROW of the City of Renton, WA. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contact
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
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
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
X
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 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
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].”
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
x
x
Project Name: F61646-JB1256614-RENTON-1 Permit #:
Site Address: 1850 MAPLE VALLEY HWY, RENTON WA 98057
Work Date: From 3/01/2023 To 3/02/2023 Work Time: Start ____9AM__________ End ____3PM__________
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
Construction Company: Cannon Construction LLC
Contact Name: David Standrin Phone/Cell: _______425.941.7820__________________
Business Address: 406 Porter Way City/State: Milton,WA Zip: 98354 Description of Work:
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR
(47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITING THE ROW ON
MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
MFP23000359
Monday - Friday
Scott Warlick CED 2/24/2023
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)
01/20/23
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
1
2
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
BEGIN ROW WORK:
47.449181, -122.225520
END ROW WORK:
47.486347, -122.185292
PHASE 1 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/LP/LP/LP/LP/LP/L2614 NE 2nd Pl
2602 NE 2nd Pl
2608 NE 2nd Pl
BEGIN ROW WORK:47.486995, -122.182421
NE 3RD ST
SPEEDLIMIT35
SPEEDLIMIT35
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
A
A
A
A
A
A
A
A
A
A
A
A
A
A
ROADWORK
W21-4
AHEAD
W4-2r CLOSED
RIGHT LANE
W20-5R
AHEAD
X
X
X
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
WORK
A
R
E
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/WR/WR/W
R/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/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/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
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PHASE 1 TCP FOR
ROW WORK
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/LP/LP/
L
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L2510 NE 2nd Pl
2516 NE 2nd Pl
2740 NE 3rd St
2556 NE 2nd Pl
2522 NE 2nd Pl
2504 NE 2nd Pl
2528 NE 2nd Pl
2550 NE 2nd Pl
NE 3RD ST
NE 3RD S
T
Edmonds Ave
NEEdmonds Ave NEOVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35
SPEEDLIMIT25
SPEEDLIMIT25
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
WORK
A
R
E
A
WORK A
R
E
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EO
PEOPEOPEOPEOPEOPEOP EO
P
EOP
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
X
ROADWORK
W21-4
AHEAD
EO
P
EO
PEOPEO
P
EOP
R/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/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/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/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/W
R/W
R/W
ROADWORK
W21-4
AHEAD
X
ROADWORK
W21-4
AHEAD
X
OK
5' MINSTAND
PHASE 1 TCP FOR
ROW WORK
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
PS-2MATCH TO PS-1MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
1
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
END ROW WORK:
47.486185, -122.185959
BEGIN ROW WORK:
47.486347, -122.185292
PHASE 2 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/LP/L2504 NE 2nd Pl
2307 NE 4th St Apt J1012307 NE 4th St Apt J1022307 NE 4th St Apt J1032307 NE 4th St Apt J1042307 NE 4th St Apt J1052307 NE 4th St Apt J1062307 NE 4th St Apt J1072307 NE 4th St Apt J1082307 NE 4th St Apt J2012307 NE 4th St Apt J2022307 NE 4th St Apt J2032307 NE 4th St Apt J2042307 NE 4th St Apt J2052307 NE 4th St Apt J2062307 NE 4th St Apt J2072307 NE 4th St Apt J2082307 NE 4th St Apt J3012307 NE 4th St Apt J3022307 NE 4th St Apt J3032307 NE 4th St Apt J3042307 NE 4th St Apt J3052307 NE 4th St Apt J3062307 NE 4th St Apt J3072307 NE 4th St Apt J308
2307 NE 4th St Apt K308
NE 3RD ST
NE 3RD S
T
Edmonds Ave
NEEdmonds Ave NESPEEDLIMIT25
SPEEDLIMIT25
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
ROADWORK
W21-4
AHEAD
W4-2r CLOSED
RIGHT LANE
W20-5R
AHEAD
X
X
X
WORK A
R
E
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EO
PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
EOP
EOP
EO
P
EO
P
X
EOPEOPEO
P
EO
P
EO
P
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/
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/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/WR/WR/WR/WR/WR/WR/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/W
R/W
R/W
R/W
R/W
R/W
ROADWORK
W21-4
AHEAD
X
ROADWORK
W21-4
AHEAD
X
PHASE 2 TCP FOR
ROW WORK
ROADWORK
W21-4
AHEAD
BE
PREPARED
TO
W20-4
STOP
W20-7A
W20-7A
BE
PREPARED
TO
W20-4
STOP
SPEEDLIMIT35
X
X
BE
PREPARED
TO
W20-4
STOP
W20-7AX
X
X
XSPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
SIGNAL TO BE SET TO
RED FLASH MODE.
UNIFORMED POLICEOFFICER REQUIRED FOR
SHORT DURATION
TRAFFIC HOLD FOR
OVERLASH CROSSING.
5 MIN. HOLD MAX PERATTEMPT.
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH50/70
35/4525/30
TAPER TANGENT
40
3020
8060
40
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
W20-7A
A
A
A
A
A
A
A
A
WORK A
R
E
A
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
OK
5' MINSTAND
PS-1
MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
1
2
3
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
BEGIN ROW WORK:
47.486185, -122.185959
END ROW WORK:
47.485397, -122.189175
PHASE 3 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/LP/LP/LP/L2740 NE 3rd St
2504 NE 2nd Pl
243 Edmonds Pl NE
249 Edmonds Pl NE
2307 NE 4th St Apt J308
2307 NE 4th St Apt K307
2307 NE 4th St Apt K308
NE 3RD ST
NE 3RD ST
Edmonds
Ave
NEEdmonds Ave NEOVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT25
SPEEDLIMIT25 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
PEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EO
PEOPEOPEOP
EOP
EO
PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOP
EO
P
EO
P
EO
P
EO
P
EOPEOP
EO
P
EO
P
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
WR/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/WR/WR/WR/WR/WR/WR/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/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/W
R/W
R/W
R/W
R/W
R/W
X
PHASE 3 TCP FOR
ROW WORK SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
ROADWORK
W21-4
AHEAD
W4-2r CLOSED
RIGHT LANE
W20-5R
AHEAD
X
X
X
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
X
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH50/70
35/4525/30
TAPER TANGENT40
30
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
WORK
A
R
E
A
OK
5' MINSTAND
OK
5' MINSTAND
OK
5' MINSTAND
OK
5' MIN
STAND
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
300 Vuemont Pl NE Apt J305
300 Vuemont Pl NE Apt J306
300 Vuemont Pl NE Apt K304
NE 3RD S
T
NE 3RD ST
Bla
ine
Ave
NE
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/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/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/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/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/WA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
SPOTTER TO ASSIST
PEDESTRIANS AND
LOCAL TRAFFIC
THROUGH WORK ZONE
X ROADWORK
W21-4
AHEAD
R/WR/WR/WR/WR/WEOPEOP10 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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH50/70
35/4525/30
TAPER TANGENT40
3020
8060
40
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
WORK A
R
E
A
NE 3RD S
T
PS-2MATCH TO PS-3MATCH TO PS-1MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/
L
300 Vuemont Pl NE Apt D305
300 Vuemont Pl NE Apt D306
300 Vuemont Pl NE Apt G304 300 Vuemont Pl NE Apt H304
NE 3RD ST
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EO
PEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/W
R/W
R/WR/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/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/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/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/WROADWORK
W21-4
AHEAD
X
A
A
A
A
A
SPEEDLIMIT35
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
WORK
A
R
E
A
PS-3MATCH TO PS-2MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
1
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
BEGIN ROW WORK:
47.485397, -122.189175
END ROW WORK:
47.485138, -122.189253
PHASE 4 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
300 Vuemont Pl NE Apt D101300 Vuemont Pl NE Apt D102300 Vuemont Pl NE Apt D103300 Vuemont Pl NE Apt D104300 Vuemont Pl NE Apt D105300 Vuemont Pl NE Apt D106300 Vuemont Pl NE Apt D201300 Vuemont Pl NE Apt D202300 Vuemont Pl NE Apt D203300 Vuemont Pl NE Apt D204300 Vuemont Pl NE Apt D205300 Vuemont Pl NE Apt D206300 Vuemont Pl NE Apt D301300 Vuemont Pl NE Apt D302300 Vuemont Pl NE Apt D303300 Vuemont Pl NE Apt D304
300 Vuemont Pl NE Apt D305
300 Vuemont Pl NE Apt D306
300 Vuemont Pl NE Apt G304 300 Vuemont Pl NE Apt H304
300 Vuemont Pl NE Apt J306
NE 3RD ST
NE 3RD S
T Bla
ine Ave NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EO
P
EO
P
EO
PEOPEOPEOPEOP
EO
P
EOP
EOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
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/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WROADWORK
W21-4
AHEAD
X
X
ROADWORK
W21-4
AHEAD R/WR/WR/WR/WR/W
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH50/70
35/4525/30
TAPER TANGENT40
30
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
WORK A
R
E
A
NE 3RD S
T
ROADWORK
W21-4
AHEAD
BE
PREPARED
TO
W20-4
STOP
W20-7A
BE
PREPARED
TO
W20-4
STOP
W20-7A
X
X
X
X
X
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
X
X
BE
PREPARED
TO
W20-4
STOP
W20-7A
R/W R/W R/W R/W R/W
SPEEDLIMIT35
SHORT DURATION
TRAFFIC HOLD FOR
OVERLASH CROSSING.
5 MIN. HOLD MAX PER
ATTEMPT.
WORK A
R
E
A
A
A
A
PS-1
MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
12
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
END ROW WORK:
47.484819, -122.191769
BEGIN ROW WORK:
47.485138, -122.189253
PHASE 5 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/
L
300 Vuemont Pl NE Apt D101300 Vuemont Pl NE Apt D102300 Vuemont Pl NE Apt D103300 Vuemont Pl NE Apt D104300 Vuemont Pl NE Apt D105300 Vuemont Pl NE Apt D106300 Vuemont Pl NE Apt D201300 Vuemont Pl NE Apt D202300 Vuemont Pl NE Apt D203300 Vuemont Pl NE Apt D204300 Vuemont Pl NE Apt D205300 Vuemont Pl NE Apt D206300 Vuemont Pl NE Apt D301300 Vuemont Pl NE Apt D302300 Vuemont Pl NE Apt D303300 Vuemont Pl NE Apt D304300 Vuemont Pl NE Apt D305
300 Vuemont Pl NE Apt D306
NE 3RD ST
Bla
ine Ave NE
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35
A
A
A
A
A
A
A
A
A
A
A
A
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP
EO
PEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
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/W R/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/WR/WR/WR/WR/WR/WWORK
A
R
E
A
WORK
A
R
E
A
ROADWORK
W21-4
AHEAD
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
X
ROADWORK
W21-4
AHEAD
X
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
250 Bronson Way NE
300 Vuemont Pl NE Apt C101300 Vuemont Pl NE Apt C102300 Vuemont Pl NE Apt C103300 Vuemont Pl NE Apt C104300 Vuemont Pl NE Apt C105300 Vuemont Pl NE Apt C106300 Vuemont Pl NE Apt C201300 Vuemont Pl NE Apt C202300 Vuemont Pl NE Apt C203300 Vuemont Pl NE Apt C204300 Vuemont Pl NE Apt C205300 Vuemont Pl NE Apt C206300 Vuemont Pl NE Apt C301300 Vuemont Pl NE Apt C302300 Vuemont Pl NE Apt C303300 Vuemont Pl NE Apt C304300 Vuemont Pl NE Apt C305
300 Vuemont Pl NE Apt C306
NE 3RD S
T
NE 3RD ST
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
SPEEDLIMIT35
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/W
R/W R/W R/W R/W R/W
R/W
R/WR/WR/WR/WR/WR/W
R/WR/WR/W
R/WR/WR/W
R/W
R/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWORK ARE
A
ROADWORK
W21-4
AHEAD W4-2rCLOSED
RIGHT LANE
W20-5R
AHEAD
X
X
X
SPEEDLIMIT35
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
PS-2MATCH TO PS-1MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
1
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
END ROW WORK:
47.484706, -122.192969
BEGIN ROW WORK:
47.484819, -122.191769
PHASE 6 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
194 Monterey Pl NE
250 Bronson Way NE
188 Monterey Pl NE
169 Monterey Dr NE
182 Monterey Pl NE
1901 NE 3rd St APT 304
NE 3RD ST
Monterey PL NESPEEDLIMIT35
SPEEDLIMIT25
SPEEDLIMIT25
SPEEDLIMIT35
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
WR/WR/W
R/
WR/WR/W
R/WR/WR/W
R/W
R/WR/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWORK AREA
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
ROADWORK
W21-4
AHEAD
X
W20-7A
BE
PREPARED
TO
W20-4
STOPX
X
ROADWORK
W21-4
AHEAD
BE
PREPARED
TO
W20-4
STOP
W20-7A
X
X
X
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
ROADWORK
W21-4
AHEAD
X
ROADWORK
W21-4
AHEAD X
A
A
A
A
A
A
A
A
A
A
A
A
A
A
SHORT DURATION
TRAFFIC HOLD FOROVERLASH CROSSING.
5 MIN. HOLD MAX PER
ATTEMPT.
ROADWORK
W21-4
AHEAD
X
PS-1
MFP23000359
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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 ATKINSON
MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
12
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
END ROW WORK:
47.484819, -122.191769
BEGIN ROW WORK:
47.485138, -122.189253
PHASE 5 TCP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
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
>
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
P/
L
300 Vuemont Pl NE Apt D101300 Vuemont Pl NE Apt D102300 Vuemont Pl NE Apt D103300 Vuemont Pl NE Apt D104300 Vuemont Pl NE Apt D105300 Vuemont Pl NE Apt D106300 Vuemont Pl NE Apt D201300 Vuemont Pl NE Apt D202300 Vuemont Pl NE Apt D203300 Vuemont Pl NE Apt D204300 Vuemont Pl NE Apt D205300 Vuemont Pl NE Apt D206300 Vuemont Pl NE Apt D301300 Vuemont Pl NE Apt D302300 Vuemont Pl NE Apt D303300 Vuemont Pl NE Apt D304300 Vuemont Pl NE Apt D305
300 Vuemont Pl NE Apt D306
NE 3RD ST
Bla
ine Ave NE
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35
A
A
A
A
A
A
A
A
A
A
A
A
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP
EO
PEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
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/W R/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/WR/WR/WR/WR/WR/WWORK
A
R
E
A
WORK
A
R
E
A
ROADWORK
W21-4
AHEAD
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
X
ROADWORK
W21-4
AHEAD
X
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
250 Bronson Way NE
300 Vuemont Pl NE Apt C101300 Vuemont Pl NE Apt C102300 Vuemont Pl NE Apt C103300 Vuemont Pl NE Apt C104300 Vuemont Pl NE Apt C105300 Vuemont Pl NE Apt C106300 Vuemont Pl NE Apt C201300 Vuemont Pl NE Apt C202300 Vuemont Pl NE Apt C203300 Vuemont Pl NE Apt C204300 Vuemont Pl NE Apt C205300 Vuemont Pl NE Apt C206300 Vuemont Pl NE Apt C301300 Vuemont Pl NE Apt C302300 Vuemont Pl NE Apt C303300 Vuemont Pl NE Apt C304300 Vuemont Pl NE Apt C305
300 Vuemont Pl NE Apt C306
NE 3RD S
T
NE 3RD ST
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
SPEEDLIMIT35
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/W
R/W R/W R/W R/W R/W
R/W
R/WR/WR/WR/WR/WR/W
R/WR/WR/W
R/WR/WR/W
R/W
R/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWORK ARE
A
ROADWORK
W21-4
AHEAD W4-2rCLOSED
RIGHT LANE
W20-5R
AHEAD
X
X
X
SPEEDLIMIT35
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'
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)
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/7035/45
25/30
TAPER TANGENT
4030
20
80
6040
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.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
PS-2MATCH TO PS-1MFP23000359
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
JB0001256614
brenda_mclennan@cable.comcast.com
F61646-JB1256614-RENTON-11850 MAPLE VALLEY HWY, RENTON WA 98057
x
01/20/2023
3,016
The proposed work within the ROW is to 1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR
(47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITING THE ROW ON
MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967). Please check all that apply:
MFP23000359
Scott Warlick
RESTORATION PER CITY OF RENTON STANDARDS
2/24/2023
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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
12
3
4
56
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
BEGIN ROW WORK:
47.449181, -122.225520
END ROW WORK:
47.484702, -122.192967
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
MFP23000359RESTORATION PER CITY OF RENTON STANDARDS
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/LP/LP/LP/LP/LP/L2614 NE 2nd Pl
2602 NE 2nd Pl
2608 NE 2nd Pl
BEGIN ROW WORK:47.486995, -122.182421
NE 3RD ST
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/WR/WR/W
R/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/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/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
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
A
A
A
A
A
A
A
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/LP/LP/
L
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L2510 NE 2nd Pl
2516 NE 2nd Pl
2740 NE 3rd St
2556 NE 2nd Pl
2522 NE 2nd Pl
2504 NE 2nd Pl
2528 NE 2nd Pl
2550 NE 2nd Pl
NE 3RD ST
NE 3RD ST
Edmonds Ave
NEEdmonds Ave NEOVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EO
PEOPEOPEOPEOPEOPEOP R/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/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/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/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/W
R/W
R/W
SPEEDLIMIT25
SPEEDLIMIT25
A
A
A
A
A
A
A
A
A
A
A
A
EOP
EOP
EO
P
EO
P
EO
P
EO
P
EO
P
PS-2MATCH TO PS-2MATCH TO PS-1MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
300 Vuemont Pl NE Apt K304
2307 NE 4th St Apt K308
NE 3RD S
T
NE 3RD S
T
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/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/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/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-3MATCH TO PS-4MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
300 Vuemont Pl NE Apt D306
300 Vuemont Pl NE Apt G304 300 Vuemont Pl NE Apt H304
300 Vuemont Pl NE Apt J306
NE 3RD ST
NE 3RD S
T Bla
ine Ave NE
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP
EO
PEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
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/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/WR/WR/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/WA
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-4MATCH TO PS-5MATCH TO PS-3MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/
L
P/LP/
L
P/
L
P/L
P/
L
P/
L P/LP/LP/
L
P/
L P/LP/
L
P/
L P/LP/L194 Monterey Pl NE
250 Bronson Way NE
176 Monterey Pl NE
170 Monterey Pl NE
188 Monterey Pl NE 182 Monterey Pl NE
300 Vuemont Pl NE Apt C306
NE 3RD ST
NE 3RD ST
Monterey PL NE
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
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/WR/WR/W
R/W
R/WR/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WA
A
A
A
A
A
A
A
A
A
A
A
PS-5MATCH TO PS-6MATCH TO PS-4MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/L
P/L
P/
LP/LP/
L
P/
L
P/
L
P/LP/
L
P/L
P/LP/
L P/LP/LP/
LP/LP/
L
P/
L
P/LP/L
1825 NE 3rd St
169 Monterey Dr NE
1825 NE 3rd St APT 6
1901 NE 3rd St APT 304
Monterey PL NE
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRANDEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOPEOPEOP
EOPEOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W R/WR/WR/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/WR/W
R/
W
R/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSPEEDLIMIT25
SPEEDLIMIT25
SPEEDLIMIT35
END ROW WORK:47.484702, -122.192967
A
A
A
PS-6MATCH TO PS-5MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
RENTON TYP
MFP23000359
CCI Systems
105 Kent St
Iron Mountain, MI 49801
February 22, 2023
To whom it may concern:
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB #1256614
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 ~3,016’.
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
February 24, 2023
Jennifer Ewing
CCI Systems.
105 Kent St,
Iron Mountain, MI 49801
Via Email: Jennifer.ewing@ccisystems.com
SUBJECT: Request for Undergrounding Exemption (JB#1256614, MFP23000359, 1850 Maple Valley
Hwy)
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
3,016 lineal feet to existing Puget Sound Energy (PSE) poles along NE 3rd St 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#1256614
Page 2 of 2
February 24, 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, March 9, 2023. 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
SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
12
3
4
56
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to
1. TIE-IN SP.WAKV.0161 PULL 96CT FOC ALONG EXISTING COMCAST STRAND BEGINNING AT POLE NEAR (47.486995, -122.182421), TRAVELLING APPROX. 3,016 FT ALONG NE 3RD ST BEFORE EXITINGTHE ROW ON MONTEREY PL NE AT POLE NEAR (47.484702, -122.192967).
BEGIN ROW WORK:
47.449181, -122.225520
END ROW WORK:
47.484702, -122.192967
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
MFP23000359RESTORATION PER CITY OF RENTON STANDARDS
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
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
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
EASEMENT
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
EOP EOP EOP EOP EOP EOP EOP EOP
C2
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
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
MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/LP/LP/LP/LP/LP/L2614 NE 2nd Pl
2602 NE 2nd Pl
2608 NE 2nd Pl
BEGIN ROW WORK:47.486995, -122.182421
NE 3RD ST
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/WR/WR/W
R/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/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/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
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRAND
A
A
A
A
A
A
A
PS-1MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/LP/LP/
L
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L2510 NE 2nd Pl
2516 NE 2nd Pl
2740 NE 3rd St
2556 NE 2nd Pl
2522 NE 2nd Pl
2504 NE 2nd Pl
2528 NE 2nd Pl
2550 NE 2nd Pl
NE 3RD ST
NE 3RD ST
Edmonds Ave
NEEdmonds Ave NEOVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EO
PEOPEOPEOPEOPEOPEOP R/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/
W
R/
W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/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/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/W
R/W
R/W
SPEEDLIMIT25
SPEEDLIMIT25
A
A
A
A
A
A
A
A
A
A
A
A
EOP
EOP
EO
P
EO
P
EO
P
EO
P
EO
P
PS-2MATCH TO PS-2MATCH TO PS-1MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
300 Vuemont Pl NE Apt K304
2307 NE 4th St Apt K308
NE 3RD S
T
NE 3RD S
T
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/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/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/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-3MATCH TO PS-4MATCH TO PS-2MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
300 Vuemont Pl NE Apt D306
300 Vuemont Pl NE Apt G304 300 Vuemont Pl NE Apt H304
300 Vuemont Pl NE Apt J306
NE 3RD ST
NE 3RD S
T Bla
ine Ave NE
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP
EO
PEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/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/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
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/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/WR/WR/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/WA
A
A
A
A
A
A
A
A
A
A
A
A
A
PS-4MATCH TO PS-5MATCH TO PS-3MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/
L
P/LP/
L
P/
L
P/L
P/
L
P/
L P/LP/LP/
L
P/
L P/LP/
L
P/
L P/LP/L194 Monterey Pl NE
250 Bronson Way NE
176 Monterey Pl NE
170 Monterey Pl NE
188 Monterey Pl NE 182 Monterey Pl NE
300 Vuemont Pl NE Apt C306
NE 3RD ST
NE 3RD ST
Monterey PL NE
OVERLASH (1) 96ct
FOC TO EXISTING
COMCAST STRAND
SPEEDLIMIT35
SPEEDLIMIT35 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
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/WR/WR/W
R/W
R/WR/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/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WA
A
A
A
A
A
A
A
A
A
A
A
PS-5MATCH TO PS-6MATCH TO PS-4MFP23000359
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
1256614
JDJF01/19/20231" = 40'
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALL
BE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL
CONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
P/L
P/L
P/
LP/LP/
L
P/
L
P/
L
P/LP/
L
P/L
P/LP/
L P/LP/LP/
LP/LP/
L
P/
L
P/LP/L
1825 NE 3rd St
169 Monterey Dr NE
1825 NE 3rd St APT 6
1901 NE 3rd St APT 304
Monterey PL NE
OVERLASH (1) 96ctFOC TO EXISTINGCOMCAST STRANDEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOPEOPEOP
EOPEOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W R/WR/WR/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/WR/W
R/
W
R/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSPEEDLIMIT25
SPEEDLIMIT25
SPEEDLIMIT35
END ROW WORK:47.484702, -122.192967
A
A
A
PS-6MATCH TO PS-5MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
MFP23000359
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
1256614
JDJF01/19/2023
PROJECT FOR:
RENTON WA 98057
1850 MAPLE VALLEY HWY
Republic National Distributing Company
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
RENTON TYP
MFP23000359
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP23000359
Engineering
1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
2 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.
3 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".
4 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.
Page 1 of 1