HomeMy WebLinkAboutMFP23004551.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23004551
IVR Number: 23004551
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:09/01/2023Application Date:1823059046Parcel Number: 620 S 7TH ST
Permit Type:10/18/2023Issue Date:Franchise
Permit Work Class:10/17/2024Expiration Date:Minor Utility
Job Number: JB0000935334Franchise Type:Cable
Description: Comcast JB0000935334 Pull 75' of .875 series COAX in existing 2" conduit. Bury 370' of 2" conduit and pull new
.875 series coax to 620 S 7th St. Place 2 new vaults in the landscaping. Pothole all existing utilities. Restoration per
City of Renton standards.
Contacts
Name Address PhoneTypeBilling
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
WHOLESALE FISH & PET SUPPLY 127 SW 153RD ST SUITE B
BURIEN , WA 98166
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:
Please check all that apply:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Comcast Cable Communications Management
jessamin_santos@cable.comcast.com
(206) 401-2188
Jessamin Santos
Cannon Construction LLC - 253-922-2787
20838601590363
JB0000935334
F61271-JB-935334-RENTON-1 REV2620 S 7TH ST, RENTON WA 98057
The proposed work within the ROW is to Pull 75' of .875 SERIES COAX IN EXISTING 2" CONDUIT
/ BURY NEW 370' of (1) 2" CONDUIT AND PULL NEW .875 SERIES COAX TO 620 S 7TH ST; PLACE (2) NEW 17"x30" VAULT IN
LANDSCAPE. (REF expired permit MFP22002140)
x
x x 370'
9/1/23
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].”
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
425.941.7820
Milton,WA 98354406 Porter Way
Nate Pinson
x
x
Project Name: F61271-JB-935334-RENTON-1 Permit #:
Site Address: 620 S 7TH ST, RENTON WA 98057
Work Date: From 10/16/2023 TO 10/20/2023 Work Time: Start ____9AM__________ End ____3PM__________
Construction Company: Cannon Construction LLC
The proposed work within the ROW is to Pull 75' of .875 SERIES COAX IN EXISTING 2" CONDUIT /
BURY NEW 370' of (1) 2" CONDUIT AND PULL NEW .875 SERIES COAX TO 620 S 7TH ST; PLACE (2)
REV2
NEW 17"x30" VAULT IN LANDSCAPE. * REF EXPIRED PERMIT MFP22002140
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)
9/1/23
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 - 0VERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEET 1
935334
MSJD04/20/2022
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056
EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM 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:
47.47388, -122.20961
END ROW WORK:
47.47382, -122.20835
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
PROPERTY LINE
EASEMENT
HANDICAP PARKING - PAINT
R/W R/W
A A A A
SYMBOLS
TRENCH INSTALLATION
VAULT/PROPOSED VAULTVV 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
935334
MSJD04/20/2022
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
1
PCMS
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDERWIDTH(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANEWIDTH(feet)
Posted Speed (mph)
8'
55 / 70 MPH
800'
1 MILE
AHEAD
2.0 SEC 2.0 SEC
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
WORKZONE TRAFFIC CONTROL GENERAL INFO
PCMS
TM
A
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
VERY SHORT DURRATION INTERSECTION CROSSING
PRPOTECTIVE VEHICLE
VERY SHORT DURRATION INTERSECTION CROSSING
FLAGGING STATION
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SPOTTER STATION
GENERAL NOTES:
1. FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-950302.
2. PRIORITY PASSAGE THROUGH WORK AREA FOR
EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES.
3. ALL SIGNS, CHANNELIZED DEVICES AND SPACING SHALL
CONFORM TO THE MUTCD.
4. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES
(SEE TABLE FOR SPACING DISTANCES)
5. ALL SPACING MUST ACCOMMODATE AT-GRADE
INTERSECTION AND/OR DRIVEWAYS.
6. MAINTAIN 4' MINIMUM SIDEWALK WIDTHS.
7. MAINTAIN 11' VEHICLE TRAVEL LANE WIDTHS.
8. SPACING MAY BE REDUCED IN URBAN AREA TO FIT
CONDITIONS.
9. SPOTTER TO ASSISTS PEDESTRIANS AROUND WORK
ZONE.
10. SPACING MAY BE REDUCED IN URBAN AREA TO FIT
CONDITIONS.
11. UNIFORMED POLICE OFFICER REQUIRED ON SITE WHEN
WORKING WITHIN 150' OF A SIGNALIZED INTERSECTION.
NEW TRAFFIC FLOW
UNIFORM POLICE OFFICER
TCPG
>
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST
S 7TH ST (DEAD END)
T
A
L
BO
T
R
D
S
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
CLOSED
RIGHT LANE
W20-5R
AHEAD
W4-2r
X
X
X
X
X
X
X
X
X
X
X X X
SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT25CONTRACTOR TO POST NOPARKING SIGNS 72HRS IN ADVANCEWITH DATE / TIME POSTED
WORK AREA
WORK AREA
34'34'
28'17'76'
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
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAY
16'SPOTTER TO ASSIST
PEDESTRIANS THROUGH
WORK ZONE
TCP PHASE 1
X
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
X
X
PS-1
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST
S 7TH ST (DEAD END)
T
A
L
BO
T
R
D
S
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
CLOSED
RIGHT LANE
W20-5R
AHEAD
W4-2r
X
X
X
X
X
X
X
X
X
X
X X X
SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT25WORK AREA
WORK AREA34'34'
28'17'76'
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
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAY
SPOTTER TO ASSISTPEDESTRIANS THROUGH
WORK ZONE
TCP PHASE 2
X
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
X
X
PS-1
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST
S 7TH ST (DEAD END)
T
A
L
BO
T
R
D
S
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
CLOSED
RIGHT LANE
W20-5R
AHEAD
W4-2r
X
X
X
X
X
X
X
X
X
X
X X X
SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT25WORK AREAWORK AREA34'34'
28'17'76'
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
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAY
SPOTTER TO ASSISTPEDESTRIANS THROUGHWORK ZONE
TCP PHASE 3
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
X
X
WORK AREA
WORK AREA
48"
48"
W20-7A
X
SIDEWALK CLOSEDR9-9
12"
24"
SIDEWALK CLOSED
R9-9
12"
24"
PS-1
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST S 7TH ST (D
E
A
D
E
N
D
)
T
A
L
BO
T
R
D
S
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
CLOSED
RIGHT LANE
W20-5R
AHEAD
W4-2r
X
X
X
X
X
X
X
X
X
X
X X X
SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT2534'34'
28'76'
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
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAY
TCP PHASE 4
WORK AREA
SIDEWALK CLOSEDR9-9
12"
24"
SIDEWALK CLOSED
R9-9
12"
24"
CLOSE BUSINESS
DRIVE; NOTIFY OWNER5 DAYS IN ADVANCE
WORK AREA
FLAGGER TO ASSIST
LOCAL TRAFFIC TO 620S 7TH ST (NO ALTACCESS)
SIDEWALK CLOSEDR9-9
12"
24"
PS-1
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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC
1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437
CHRIS.ATKINSON@CABLECOMLLC.NET
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST S 7TH ST (D
E
A
D
E
N
D
)
T
A
L
BO
T
R
D
S
ROADWORK
W21-4
AHEAD
ONE LANE
ROAD
W20-5L
AHEAD
ROADWORK
W21-4
AHEAD ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
ROADWORK
W21-4
AHEAD
ONE LANEROAD
W20-5L
AHEAD
48"
48"
W20-7A
X
X
X SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT2534'34'
28'76'
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
3020
80
6040
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
1500'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE IN
ADVANCE OF LANE CLOSURE SIGNING.
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAY
TCP PHASE 5
CLOSE BUSINESS
DRIVE; NOTIFY OWNER5 DAYS IN ADVANCE
WORK AREA
FLAGGER TO ASSIST
LOCAL TRAFFIC TO 620S 7TH ST (NO ALTACCESS)
SIDEWALK CLOSEDR9-9
12"
24"
11'
X
X
X
X X
PS-1
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 SHEET 1
TYP - TYPICALS
935334
MSJD04/20/2022
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1
PROJECT DESCRIPTION:
The proposed work within the ROW is to Pull 75' of .875 SERIES COAX IN EXISTING 2" CONDUIT / BURY NEW 370' of (1) 2" CONDUIT AND PULL NEW .875 SERIES COAX TO 620 S 7TH ST; PLACE (2) NEW 17"x30"VAULT IN LANDSCAPE.
BEGIN ROW WORK:
47.47388, -122.20961
END ROW WORK:
47.47384, -122.20849
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
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
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
935334
MSJD04/20/2022
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
C2
EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EOP
EO
P EOPEOPEOPEOPEOPEO
P
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPSMITHERS AVE SParcel 2963900055633 SMITHERS AVE S BURNETT AVE SS 7TH ST
S 7TH ST
T
A
L
BO
T
R
D
S
SPEE
D
LIMIT25
SPEEDLIMIT25
SPEEDLIMIT2534'34'
28'17'76'
Parcel 1923059025423 S 7TH ST
Parcel 1823059061633 BURNETT AVE S
Parcel 1823059046620 S 7TH ST
Parcel 9154600005800 S GRADY WAYSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWW WWWWWWWWW
WWW W WW W
W
W
W
W
W
WWWWWSEWSEWSEWSEWSEWSEW
SE
W
SE
W
SE
W
SE
W
SEWSEWSEWSEWSEWSEWR/
W
R/
W
R/
W
R/
W
R/
WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
WR/WR/WR/WR/WR/WR/WR/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/WR
5'
PLACE (1) 30"17"VAULT IN LANDSCAPE;
END ROW WORK47.47384, -122.20849
BEGIN ROW WORK:47.47388, -122.20961TIE INTO EXISTING ARIALPLANT: PLACE NEW 2"RISER, PULL NEW .875COAX
Bore Pit; PLACE (1)30"x17" VAULT IN
LANDSCAPE
V
PROOF EXISTING 2"CONDUIT ; PULL 75' of (1)
.875 SERIES COAX fromRISER POLE TOPEDESTAL
TRENCH BURY 30' of (1)
2" CONDUIT MIN 36"DEEP ; PULL (1) .875
SERIES COAXDIRECTIONAL DRILL 185'of (1) 2" CONDUIT MIN36" DEEP ; PULL (1) .875
SERIES COAX
DIRECTIONAL DRILL 70'of (1) 2" CONDUIT MIN
36" DEEP ; PULL (1) .875SERIES COAX
W
W
8'
ESTIMATEDGRIND AND
OVERLAY
ESTIMATED GRINDAND OVERLAYBBB
EXISTING COMCASTPEDESTAL BB B B
TRENCH BURY 45' of (1)2" CONDUIT MIN 36"
DEEP ; PULL (1) .875SERIES COAX
SEW
B
B B B B B B B B BV
TV TV TV TV TV
TV TV TV TV TV
TV TV TV TV TV
TV TV TV TV TV
TRENCH BURY 40' of (1)2" CONDUIT MIN 36"DEEP ; PULL (1) .875
SERIES COAX
TV
UU
U
G
G
G
G
G
G G G G G
GDATE: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
935334
MSJD04/20/20221" = 50'
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN ARE
APPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONAL
THROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINALCONDITIONS.
3.POTHOLE IS SOFT SURFACES WHEN
AVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION
PS-1
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
935334
MSJD04/20/2022
PROJECT FOR:
RENTON, WA 98057
620 S 7TH ST
Watershed Apts Plus
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
RENTON TYP