HomeMy WebLinkAboutMFP22005080.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP22005080
IVR Number: 22005080
Permit Information
Permit Name: Comcast Cable Franchise Permit - JB0001104186
Address/Location:09/24/2022Application Date:0850200000Parcel Number: 1131 SW 7TH ST
Permit Type:10/20/2022Issue Date:Franchise
Permit Work Class:10/20/2023Expiration Date:Minor Utility
Job Number: JB0001104186Franchise Type:Cable
Description: Comcast JB0001104186 Proposes to access doghouse in landscape strip along south side of SW 7th St. Trench
36' and place 4" conduit. Bore 12' in ROW with 4" conduit toward address 1131 SW 7th St. Pull new 96ct fiber 48' in
the ROW. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Joshua Day
CCI SYSTEMS
105 Kent St
Iron Mountain, MI 49801
ApplicantX
Corrie Lamb
Comcast
2525 Beaufort Dr.
Modesto, CA 95355
Contact
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
Electrical Contractor: CANNOCI873CL
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Comcast Cable Communications Management
(209) 985-3769
Corrie Lamb
Cannon Construction LLC - David Standrin ______425.941.7820_____
20838601590363
JB0001104186
corrie_lamb@comcast.com
F61500-JB-1104186-RENTON-11131 SW 7TH ST, RENTON WA 98057
x
9/24/22
The proposed work within the ROW is to access existing Comcast DOGHOUSE in landscape along south side of SW 7TH ST; bury via direct
bury 36' of 4" conduit in landscape east; bore 12' in ROW 4" conduit toward address 1131 SW 7TH ST; pull new 96ct fiber 48' in ROW.
Please check all that apply:
x 48'x
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: F61500-JB-1104186-RENTON-1 Permit #:
Site Address: 1131 SW 7TH ST, RENTON WA 98057
Work Date: From 10/23/2022 To 10/27/2022 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 access existing Comcast DOGHOUSE in landscape
along south side of SW 7TH ST; bury via direct bury 36' of 4" conduit in landscape east; bore 12' in ROW 4" conduit
toward address 1131 SW 7TH ST; pull new 96ct fiber48' in ROW.
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)
9/24/22
Corrie Lamb
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
TRAFFIC CONTROL SUPERVISOR:
JOSH DAY
TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com
CONTRACTOR:
CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290
PHONE: 360-926-3437
TRAFFIC CONTROL 24-HR CONTACT:
CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET
C1
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.47357, -122.23422
END ROW WORK:
47.4736, -122.23409
1
The proposed work within the ROW is to access existing Comcast DOGHOUSE in landscape along south side of SW 7TH ST; bury via direct bury 36' of 4" conduit in landscape east; bore 12' in ROW 4" conduit toward
address 1131 SW 7TH ST; pull new 96ct fiber48' in ROW.
2
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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
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
VAULT/PROPOSED VAULTVV
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
1104186
MSJD09/24/20221" = 40'
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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
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
1104186
MSJD09/24/20221" = 40'
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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.NETEOPEOPEOPEOPEOPEOPEOP
EOP
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEO
P
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EOP
EO
P
EO
P
EOP
EOP
EOP
EO
PEOPEOP
EOPEOPEOP
P/LP/LP/LP/L
P/L
P/L
P/L
P/L P/L
P/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/LP/
L
P/
L
P/
L
P/
L
P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/
L
P/
L P/LP/LP/LP/
L
P/L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
P/
L
P/L P/LP/LP/LP/
L
P/
L
P/LP/LP/LP/LP/LP/LP/LSW 7TH ST
SW 7TH STNACHES AVE SW 0850210000560 NACHES AVE SW
9188000154
601 NACHES AVE SW
9188000153
1300 SW 7TH ST
9188000145800 OAKESDALE AVE SW
08502000001217 POWELL AVE SW
(1131 SW 7TH ST )78'44'80'
22'
22'
80'
56'R/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/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/W R/W R/W
R/W R/W
BEGIN ROW WORK:47.47357, -122.23422
EXIT ROW:47.4736, -122.23409
WORK A
R
E
A
WORK
A
R
E
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
35/45
25/30
TAPER TANGENT
40
3020
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.
SINGLE PHASE TCP
FOR ROW WORK
SPEEDLIMIT30SPE
E
D
LIMI
T
3
0
ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD
B
SIDEWALK CLOSED
R9-9
12"
24"
SIDEWALK CLOSED
R9-9
12"
24"
SIDEWALK CLOSED
R9-11
CROSS HERE
AHEAD 18"
24"
PLACE AT POWELLAVE SW
X
11'
11'
PS-1MATCH TO PS-2
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
1104186
MSJD09/24/20221" = 40'
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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.NETEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EOPEOPEOPEOPEOPEOPEOPEOP
EOP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/L
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/L
P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/L
P/LP/LP/LP/LP/LP/LP/LP/L P/L
P/LP/LP/LP/LP/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/LP/LP/LP/LP/LP/LP/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/
L
P/LP/LP/LP/LSW 7TH ST
OA
K
E
S
D
A
L
E
A
V
E
S
W
OAKESDA
LE
AVE
SW
9188000143600 OAKESDALE AVE SW
24230490981300 SW GRADY WAY
9188000145800 OAKESDALE AVE SW
24230490061200 MONSTER RD SW
80'
57'80'63'80'62'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/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/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
W4-2r
CLOSEDRIGHT LANE
W20-5R
AHEAD
SINGLE PHASE TCP
FOR ROW WORK
SPEEDLIMI
T
30
SPEEDLIMIT35SPEEDLIMIT35ROADWORK
W21-4
AHEAD
ROADWORK
W21-4
AHEAD X
X
X
X
L
SIDEWALK CLOSED
R9-11
CROSS HERE
AHEAD 18"
24"
11'
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 TANGENT
40
30
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-2
MATCH TO 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 SHEETS
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
C1
PROJECT DESCRIPTION:
BEGIN ROW WORK:
47.47357, -122.23422
END ROW WORK:
47.4736, -122.23409
1
The proposed work within the ROW is to access existing Comcast DOGHOUSE in landscape along south side of SW 7TH ST; bury via direct bury 36' of 4" conduit in landscape east; bore 12' in ROW 4" conduit toward
address 1131 SW 7TH ST; pull new 96ct fiber48' in ROW.
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
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
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
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
1104186
MSJD09/24/20221" = 40'
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
S
W
N
E
1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIOR
TO CONSTRUCTION START
2.EXISTING DRAINAGE SYSTEM(GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANY
PARTS OF THE SYSTEM ARE
IMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINALCONDITIONS.
3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCAL
JURISDICTION SPECIFICATION
4.PROPOSED PATH MAY CHANGEAT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS
5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OF
CONSTRUCTIONEOPEOPEOPEOPEOP
EOPEOP
EOP
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEO
P
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EOP
EO
P
EO
P
EOP
EOP
EOP
EO
PEOPEOP
EOPEOPEOP
P/LP/LP/LP/L
P/L
P/L
P/L
P/L P/L
P/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/LP/
L
P/
L
P/
L
P/
L
P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/
L
P/
L P/LP/LP/LP/
L
P/L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
P/
L
P/L P/LP/LP/LP/
L
P/
L
P/LP/LP/LP/LP/LP/LP/LSW 7TH ST
SW 7TH STNACHES AVE SW 0850210000560 NACHES AVE SW
9188000154
601 NACHES AVE SW
9188000153
1300 SW 7TH ST
9188000145800 OAKESDALE AVE SW
08502000001217 POWELL AVE SW
(1131 SW 7TH ST )78'44'80'
22'
22'
80'
56'R/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/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/W R/W R/W
R/W R/W
BEGIN ROW WORK:47.47357, -122.23422CONTRACTOR TO TIEINTO EXISTINGCOMCAST DOGHOUSE
EXIT ROW:47.4736, -122.23409CONTINUE NEW BURYON PRIVATEPROPERTY
SEW
SEW
SEW SEW SEW SEW SEW
SEW SEW SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW
SEW
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSD
SD WWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
WWWWWWW
W
W WWB
36' TRENCH BURY (1) 4"CONDUIT MIN 36"
DEEP; PULL (1) 96CT
FIBER
12' BURY (1) 4"CONDUIT MIN 36"DEEP BYDIRECTIONAL DRILL;
PULL (1) 96CT FIBER
2'5'
PLACE 3'x5' BORE PIT;RESTORE TO EXISTINGCONDITIONS
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
TYP
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
1104186
MSJD09/24/2022
PROJECT FOR:
RENTON WA 98057
1131 SW 7TH ST
Steven Madden LTD
906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems
RENTON TYP