HomeMy WebLinkAboutMFP23004433.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23004433
IVR Number: 23004433
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:08/25/2023Application Date:3340404006Parcel Number: 1601 LIND AVE SW
Permit Type:09/11/2023Issue Date:Franchise
Permit Work Class:09/10/2024Expiration Date:Minor Utility
Job Number: JB0001173964Franchise Type:Cable
Description: Comcast JB0001173964 Proof existing conduit along Lind Ave SW and SW 16th St and pull 1,520' of 96ct fiber
trough.
Contacts
Name Address PhoneTypeBilling
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
Applicant
Joshua Day
CCI SYSTEMS
105 Kent St
Iron Mountain, MI 49801
ApplicantX
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
B: (253)
922-2787x286
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
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
B H 1601 LIND AVENUE LLC 11111 SANTA MONICA BLVD # 600
LOS ANGELES , CA 90025
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Comcast Cable Communications Management LLC
(206) 401-2188
Jessamin Santos
Cannon Construction LLC - David Standrin ______425.941.7820_____
20838601590363
JB0001173964
jessamin_santos@cable.comcast.com
F61497-JB-1173964-RENTON-21850 LIND AVE SW, Renton, WA 98057
x
8/25/2023
The proposed work within the ROW is to proof existing Comcast conduit along Lind Ave SW and SW 16th St and pull ~1520' of 96ct
fiber in ROW from address 1850 LIND AVE SW to 1601 Lind Ave SW. No disturbance of surface.
Please check all that apply:
MFP23004433
Scott Warlick 9/11/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Phone/Cell: _________________________
City/State: Zip:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
425.941.7820
Milton,WA 98354
x
x
Project Name: F61497-JB-1173964-RENTON-2 Permit #:
Site Address: 1850 LIND AVE SW, Renton, WA 98057
Work Date: From 10/9/2023 To 10/13/2022 Work Time: Start ____9AM__________ End ____3PM__________
Construction Company: Cannon Construction LLC
Contact Name: David Standrin
Business Address: 406 Porter Way
Description of Work: The proposed work within the ROW is to proof existing Comcast conduit along Lind Ave SW
and SW 16th St and pull ~1520' of 96ct fiber in ROW from address 1850 LIND AVE SW to 1601 Lind Ave SW. No
disturbance of surface.
MFP23004433
Monday - Friday
Scott Warlick CED 9/11/2023
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)
08/25/2023
Jessamin Santos
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
1173964
MSJD09/30/2022
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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
C1
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.46288, -122.22311
END ROW WORK:
47.46595, -122.22431
The proposed work within the ROW is to proof existing Comcast conduit along Lind Ave SW and SW 16th St and pull ~1520' of 96ct fiber in ROW from address 1850 LIND AVE SW to 1601 Lind Ave SW.
No disturbance of surface.
1
2
3
45
MFP23004433
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
UNK UNK UNKNOWN UTILITY
EOP EOP EOP
RIGHT OF WAY
EDGE OF PAVEMENT
U
R
0'
0'
STREET SIGN - NO POWER
STREET SIGN - w/ POWER
TRAFFIC LIGHT
PERMANENT SIGNS
CONCRETE BOLLARD
GATE ARMS
ROAD YELLOW LINES
ROAD WHITE LINES
PARKING LINES
RAILROAD
SIDEWALK
SIDEWALK HATCH - CONCRETE
SIDEWALK HATCH - ASPHALT
OVERHEAD CABLE
GUARDRAIL
P/L P/L P/L
PROPERTY LINE
EASEMENT
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
G G
T T
E E
X X X
TV TV
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
VAULT/PROPOSED VAULTVV
3'x5' BORE PIT
8" POTHOLE
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1173964
MSJD09/30/2022
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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
>
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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.NETV
1900 Lind Ave SWP/LP/LP/
L
P/
L
P/
L
P/L P/L P/L P/L P/L
P/LP/LP/
L
P/
L
P/
L
P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L
P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L
P/L P/L P/L P/L P/L
P/LP/LP/LP/LP/LP/LP/LP/
L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/
L
P/LP/LP/LP/LP/LP/L
P/
L
P/
L
P/L
P/
L
P/
L
P/LP/LP/LP/LP/LP/L V2001 Lind Ave SW
1850 LIND AVE SW
R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W
R/WR/WR/W
R/
W
R/
W
R/W R/W R/W R/WR/WR/WR/WR/
W
R/
W
EOP EOP EOP
EOPEOPEOPEOP
EO
P
EO
P
EOP EOP EOP EOPEOPEOPEOPEOPEO
P
EO
P
EO
P
EOPEOPEOPEOPEOPEOPEOPLIND AVE SWLIND AVE SWSW 19TH ST SW 19TH ST
BEGIN ROW WORK:
47.46288, -122.22311
ACCESS VAULT
ACCESS DOGHOUSE
61'34'64'35'70'
43'
86'
43'
WORK AREA
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
W1-4L
CLOSED
RIGHT LANE
W20-5R
AHEAD
1801 Lind Ave SW
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
MPH50/7035/4525/30
TAPER TANGENT
403020
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.
SPOTTER TO ASSIST
PEDESTRIANS
THROUGH WORK ZONE
OK
5' MINSTAND
X
X
X X X
SPEEDLIMIT35
SPEEDLIMIT35
SPEEDLIMIT25
SPEEDLIMIT25
PS-1
MATCH TO PS-2 MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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
U
P/LP/LP/LP/LP/LP/L
P/
L
P/L
P/
L
P/L
P/
L
P/LP/LP/LP/LP/LP/LP/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/
L
P/
L
P/
L
P/
L
U
1801 Lind Ave SW
1800 LIND AVE SW
1700 LIND AVE SWR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/W
R/
W
EO
P
EO
P
EO
P
EO
P
EO
P
EO
PEOP
EOPEOPEOPEOPEOPEOPLIND AVE SWACCESS MANHOLE
86'
43'
86'
53'
WORK AREA
SHOULDERWORK
W21-5
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
MPH50/7035/45
25/30
TAPER TANGENT4030
20
806040
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.
SPOTTER TO ASSIST
PEDESTRIANSTHROUGH WORK ZONE
X
SPEEDLIMIT35
PS-2
MATCH TO PS-3
MATCH TO PS-1
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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
1601 Lind Ave SW
P/LP/LP/LP/LP/LP/LP/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/LP/LP/LP/LP/LP/L
1801 Lind Ave SW
1600 Lind Ave SW R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
EOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EOPLIND AVE SW86'
55'
ROADWORK
W21-4
AHEAD
CLOSED
RIGHT LANE
W20-5R
AHEAD
W4-2r
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
50/70
35/4525/30
TAPER TANGENT
403020
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
X
X
SPEEDLIMIT35
PS-3
MATCH TO PS-4
MATCH TO PS-2
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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
U
V
U
500 SW 16th St 316 SW 16th St
P/
L
P/
L
P/
L
P/
L
P/
L
P/L
P/L P/L P/L P/L P/L
P/LP/LP/LP/L
P/
L
P/
L P/L
P/
L
P/
L
P/
L
P/LP/L
P/
L
P/
L
P/
L
P/L
P/LP/LP/
L
P/
L
P/
L
P/L P/L P/L P/L
P/LP/LP/LP/LP/L
P/
L
P/
L
P/
L
U
V
U
1600 Lind Ave SW 1601 Lind Ave SW
R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W
R/W R/W R/W
R/WR/WR/WR/
W
R/
W
R/
W
R/W R/W R/W
EOP EOP
EOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EOP
EOP
EOP
EOPEOPEOPEOPEOPEO
P
EOPEOPEOPEOPLIND AVE SWLIND AVE SWSW 16TH ST SW 16TH ST
END ROW WORK:
47.46595, -122.22431
ACCESS MANHOLE ACCESS MANHOLE
ACCESS VAULT
60'
85'
180'
53'90'90'53'WORK AREA
WORK AREA
WORK AREA
ROADWORK
W21-4
AHEAD
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
MPH50/70
35/45
25/30
TAPER TANGENT
40
30
20
806040
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.
OK
5' MINSTAND
ONLY
5' MINSTAND
SPOTTER TO ASSISTPEDESTRIANSTHROUGH WORK ZONE
X
X
SPEEDLIMIT35
SPEEDLIMIT35
SPEEDLIMIT35
SPEEDLIMIT35
PS-4MATCH TO PS-5MATCH TO PS-3
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 499068
EXP: 1/31/2027joshua.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/L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/
L
P/
L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
P/L
P/L
P/L P/L P/L P/L P/L P/L P/L P/L
P/LP/LP/LP/LP/LP/L
P/
L
P/
L P/L
P/
L
P/
L
P/LP/LP/LP/LP/LP/LP/L
P/
L
P/
LP/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L
P/L
P/
L
P/
L
1601 Lind Ave SWParcel 3340404005
500 SW 16th St
R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W R/WR/WR/WR/W R/W R/W R/W
R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W
EOP EOP EOP EOP EOP EOP EOP
EOP EOPEOPEOPEOPEOPEOPEO
P
EOPEOPSW 16TH STSENECA AVE SWEOPEOPEOPEOP90'53'59'37'ROADWORK
W21-4
AHEAD
W1-4L
CLOSED
RIGHT LANE
W20-5R
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
MPH50/7035/45
25/30
TAPER TANGENT40
30
20
806040
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 X
X
X
SPEEDLIMIT35
PS-5MATCH TO PS-4MFP23004433
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
1173964
MSJD09/30/2022
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.46288, -122.22311
END ROW WORK:
47.46595, -122.22431
The proposed work within the ROW is to proof existing Comcast conduit along Lind Ave SW and SW 16th St and pull ~1520' of 96ct fiber in ROW from address 1850 LIND AVE SW to 1601 Lind Ave SW.
No disturbance of surface.
1
2
3
4
MFP23004433
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
UNK UNK UNKNOWN UTILITY
EOP EOP EOP
RIGHT OF WAY
EDGE OF PAVEMENT
U
R
0'
0'
STREET SIGN - NO POWER
STREET SIGN - w/ POWER
TRAFFIC LIGHT
PERMANENT SIGNS
CONCRETE BOLLARD
GATE ARMS
ROAD YELLOW LINES
ROAD WHITE LINES
PARKING LINES
RAILROAD
SIDEWALK
SIDEWALK HATCH - CONCRETE
SIDEWALK HATCH - ASPHALT
OVERHEAD CABLE
GUARDRAIL
P/L P/L P/L
PROPERTY LINE
EASEMENT
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
G G
T T
E E
X X X
TV TV
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
VAULT/PROPOSED VAULTVV
3'x5' BORE PIT
8" POTHOLE
DATE:DESCRIPTION:REV:BY:
Notes:
REVISION:JOB TRACKER NO;SHEET NO:
DRAWN:DATE:CHECKED:
ADDRESS:
SITE:
STATUS:
CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203
CONFIDENTIAL & PROPRIETARY INFORMATION
1173964
MSJD09/30/2022
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
MFP23004433
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
1173964
MSJD09/30/2022
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
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
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
EV1891 Lind Ave SW
1900 Lind Ave SWP/LP/LP/
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P/LP/LP/LP/LP/LP/L V2001 Lind Ave SW
1850 LIND AVE SW
R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W
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EOPEOPEOPEOP
EO
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EOP EOP EOP EOPEOPEOPEOPEOPEO
P
EO
P
EO
P
EOPEOPEOPEOPEOPEOPEOPLIND AVE SWLIND AVE SWSW 19TH ST SW 19TH STBBBBBBBBBBBEGIN ROW WORK:
47.46288, -122.22311
PROOF EXISTING
COMCAST CONDUIT;
PULL (1) 96ct FIBEREXISTING CONDUITPATH SHOWN APPROX
ACCESS VAULT
ACCESS DOGHOUSE
61'34'64'35'70'
43'
86'
43'
522'
10'
PS-1
MATCH TO PS-2 MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
U
P/LP/LP/LP/LP/LP/L
P/
L
P/L
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L
P/L
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P/LP/LP/LP/LP/LP/LP/L
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U
1801 Lind Ave SW
1800 LIND AVE SW
1700 LIND AVE SWR/WR/WR/WR/WR/WR/WR/
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EO
P
EO
P
EO
P
EO
P
EO
P
EO
PEOP
EOPEOPEOPEOPEOPEOPLIND AVE SWBBBBBBBBBBBBBBBBBBBBBBBPROOF EXISTING
COMCAST CONDUIT;
PULL (1) 96ct FIBEREXISTING CONDUITPATH SHOWN APPROX
ACCESS MANHOLE
86'
43'
86'
53'
600'
522'
PS-2
MATCH TO PS-3
MATCH TO PS-1
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1601 Lind Ave SW
P/LP/LP/LP/LP/LP/LP/L
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1801 Lind Ave SW
1600 Lind Ave SW R/WR/WR/WR/WR/WR/WR/WR/WR/W
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EOPEOPEOPEOPEO
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EOPLIND AVE SWBBBBBBBBBBBBBBBBBBBBBBBPROOF EXISTING
COMCAST CONDUIT;PULL (1) 96ct FIBEREXISTING CONDUITPATH SHOWN APPROX
86'
55'
600'
PS-3
MATCH TO PS-4
MATCH TO PS-2
MFP23004433
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
1173964
MSJD09/30/20221" = 40'
PROJECT FOR:
RENTON WA 98057
SW 16th St & Oakesdale Ave SW
PBGF-PB - Longacers Unico Sounders
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
U
V
U
500 SW 16th St 316 SW 16th St
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1600 Lind Ave SW
1601 Lind Ave SW
R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W
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R/WR/WR/WR/
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EOPEOPEOPEOPEO
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EOP
EOPEOPEOPEOPEOPEO
P
EOPEOPEOPEOPLIND AVE SWLIND AVE SWSW 16TH ST SW 16TH ST
B B B B B B B B B B B B B B B B B B BB
BBBBBBBBBBBBEND ROW WORK:
47.46595, -122.22431 PROOF EXISTINGCOMCAST CONDUIT;PULL (1) 96ct FIBEREXISTING CONDUITPATH SHOWN APPROX
PROOF EXISTINGCOMCAST CONDUIT;PULL (1) 96ct FIBEREXISTING CONDUIT
PATH SHOWN APPROX
ACCESS MANHOLE ACCESS MANHOLE
ACCESS VAULT
60'
85'
180'
53'90'90'52'
339'
49'
600'
PS-4MATCH TO PS-3
MFP23004433