HomeMy WebLinkAboutMFP20000068.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20000068
IVR Number: 20000068
Permit Informaon
Permit Name:Comcast Cable Franchise Permit
Address/Locaon :01/02/2020Application Date:1923059096Parcel Number:700 S GRADY WAY
Permit Type:01/09/2020Issue Date:Franchise
Permit Work Class:01/08/2021Expiration Date:Minor Utility
Job Number:JB0000213160Franchise Type:Cable
Description:Comcast to proof and pull 1,690' of fiber through existing conduit. Replace existing vault with B48. Restoration per
City of Renton standards.
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Terri Coe
Cannon Construction Inc
B: (253) 922-2787
C: (360) 620-8811
Applicant
Comcast Cable Communication
Management & Comcast Cable
B: (215) 665-1700Applicant
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
X
General Condions & 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.
This permit and plans must be posted at the job site at all times.
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.
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.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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 206.510.0575) (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.
(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
JB0000213160
Cody Shackett
(253) 235-7406
Owen_Shackett@comcast.com
700 S Grady Way Tesla Motors Inc
Proof and pull 1690' of fiber through existing conduit. Replace existing vault with B48.
Cannon Construction (Terri Coe)360-620-8811
CANNOCI055CS 20838
1/2/2020
MFP20000068
Scott Warlick 1/6/2020
RESTORATION PER CITY OF RENTON STANDARDS
Holly Powers 1/9/2020
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 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.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐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.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
Tesla Motors Inc
700 S Grady Way
2/3/2020 2/21/2020 6:30AM 6:30PM
Proof and pull 1690' of fiber through existing conduit.
Replace existing vault with B48.
Cannon Construction (Terri Coe)360 620 8811
Comcast Cable Communications Management Owen_Shackett@comcast.com
410 Valley Ave NW, STE 12 BLDG C Puyallup, WA 98371
MFP20000068
8:30am 2:30pm
Scott Warlick 1/9/2020
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•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.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified 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.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP 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.
•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.
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 TCP 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
Terri Coe 1/2/2020
MFP20000068
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: DOUBLE CLOSURE 6-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
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(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
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-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
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DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
72
MFP20000068
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: CLOSURE 6-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
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(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
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LANEWIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
***TRAFFIC CONTROL ADDITIONAL NOTES ***
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
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OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
SINGLE
73
MFP20000068
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: DOUBLE CLOSURE 7-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
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ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANEWIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
***TRAFFIC CONTROL ADDITIONAL NOTES ***
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
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#0;52'%+#.%10&+6+105':+56
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
74
MFP20000068
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EOPEOPEOPEOPEOPEOPEOPEOPEOPWT901 S GRADY WAYSPOTTERTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: CLOSURE 5-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANEWIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
***TRAFFIC CONTROL ADDITIONAL NOTES ***
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&52'%+#.+<'&)7+&'.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'45100'.615''+(#0&
#0;52'%+#.%10&+6+105':+56
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
901 S GRADY WAY PARKING
LOT CLOSED OFF.
NO PUBLIC ACCESS
SINGLE
75
MFP20000068
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
S RENTON VILLAGE PL
DRIVEWAY601 DRIVEWAY700
DRIVEWAY
555
V
WT
R2-1
WORK AREA
W21-7
W21-7W20-4
W20-4
W20-7a
W20-7a FLAGGERFLAGGERROW
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE:
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANEWIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
***TRAFFIC CONTROL ADDITIONAL NOTES ***
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&52'%+#.+<'&)7+&'.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'45100'.615''+(#0&
#0;52'%+#.%10&+6+105':+56
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
FLAGGING CONTROL 5-LANE ROAD2
76
MFP20000068
905 TALBOT RD SEOPEOP
EOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROW ROW ROW ROWROWROWROWROW
ROWROWROWROW
ROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROWROW
ROWROW
ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW EOPEO
P
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEO
P
EO
P
EOP EOP
EOP
EOP
EOP EOPEOP
EOP EOP
EOP EOP
EOP EOP
EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EO
P
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOP
EOP
EOP
EOP
EOPFLFLFLFLFL
FL
FL
FL FL
FL
FL
FL
FL FLFLFL
FL FLFL FL
FL FL
FL
FL
FL
FL
FL
FL
FL
FL
FL FLFL
FL FLFL
FL
FL
FL FLFL FLFLFLFLROW
ROW
ROW
ROW
ROW
ROW ROW
S RENTON VILLAGE PL
W21-7
W20-5R
W4-2R
FAS
W21-7
W21-
7
W21-7WORK AREA
V WTR2-1
R2-1
RAM
P
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: CLOSURE 5-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANEWIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
***TRAFFIC CONTROL ADDITIONAL NOTES ***
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&52'%+#.+<'&)7+&'.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'45100'.615''+(#0&
#0;52'%+#.%10&+6+105':+56
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC
700 S GRADY WAY
RENTON, WA 98057
TCP
12/30/19 TH JT
COMCAST
N
SINGLE
77
MFP20000068
1 - COVER SHEET
2 -OVERVIEW
3-5 -DESIGN
6-7 -BLDG FLR PLANS
8 - NODE MAP
9-11 -SITE PHOTOSTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
96 CT FIBER: 1690 FT + 20% STORAGE = 2028 FT
12 CT FIBER: 324 FT + 20% STORAGE = 389 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
SHEET INDEX:
BILL OF MATERIALS*:
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
1690 FT.
1690 FT.
PROJECT DESCRIPTION - ROW*
NEW BUILDING PATH WAY =
EXISTING BUILDING PATH WAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
144 FT.
0 FT.
180 FT.
0 FT.
324 FT.
PROJECT DESCRIPTION -SITE*
TOTAL PROJECT FOOTAGE =2014 FT.
-TIE INTO SP.WAUK.0435. & UTILIZE EXISTING MANHOLE TO PLACE 96CT STRAP TO NEW
STRAP OUT CASE
-PROOF & PULL NEW 96CT FROM NEW STRAP OUT CASE THROUGH EXISTING VAULTS
-REPLACE EXISTING VAULT WITH B48. PLACE NEW TRANSITION CASE & TRANSITION
FROM 96CT TO 12CT
-DIRECTIONAL DRILL. PLACE NEW 2" CONDUIT & PULL NEW 12CT
-PLACE NEW 2" EMT (5') & PULL NEW 12CT FIBER THROUGH NEW LOCK BOX(2)
-NEW 2 1/2" CONCRETE CORE DRILL & PLACE NEW LOCK BOX ON EXTERIOR & INTERIOR
OF BUILDING
-PLACE NEW 2" EMT & PULL NEW 12CT
-NEW 2 1/2" CONCRETE CORE DRILL & PLACE NEW 2" EMT & PULL NEW 12CT
-PLACE NEW JUNCTION BOX & TRANSITION FROM 2" EMT IN SERVICE BAY TO 1 1/4"
DUCT IN DROP CEILING ABOVE STORAGE/ OFFICE. LEAVE 30' COIL OF 12CT
-NEW 2 1/2" WOOD CORE DRILL FROM STORAGE TO OFFICE
-PLACE NEW 1 1/4" DUCT & PULL NEW 12CT FROM 1ST FLOOR TO 2ND FLOOR. UTILIZE
EXISTING RISER TO EXISTING CUSTOMER SERVER RACK
-PLACE NEW TERM PANEL IN EXISTING CUSTOMER SERVER RACK & LEAVE 50' COIL
*SERVER RACK LOCATION MAY CHANGE DUE TO CONSTRUCTION*
700 S GRADY WAY
RENTON, WA 98057
TESLA MOTORS INC
PC#500000
JB 0000213160
METRO-E
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
CANNON COMPANIES
Jeff Tungsvik - (253)-677-3459 - jtungsvik@cannonconstructioninc.com
COMCAST COMMUNICATION
Kyle Kinney - (253)-235-7016 - Kyle_Kinney@cable.comcast.com
Business/Job Contact
POC:
Review _________________________
WORK AREA
Anil Sreedharan - anils@teslamotors.com
Randy Boyle (Property Manager) - rboyle@mrs1977.com
*IT NOT PRESENT FOR WALKOUT*
MFP20000068
TIE INTO SP.WAUK.0435.
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
UTILIZE EXISTING MANHOLE: PLACE
96CT STRAP TO NEW STRAP OUT CASE
REPLACE EXISTING VAULT WITH B48.
PLACE NEW TRANSITION CASE &
TRANSITION FROM 96CT TO 12CT
DIRECTIONAL DRILL. PLACE NEW
2" CONDUIT & PULL NEW 12CT
NEW 2 12" CONCRETE CORE DRILL
PLACE NEW 2" EMT (5') & PULL NEW 12CT
FIBER THROUGH NEW LOCK BOX(2)
PLACE NEW LOCK BOX ON
EXTERIOR & INTERIOR
PLACE NEW 2" EMT & PULL NEW 12CT
NEW 2 12" WOOD CORE DRILL
PLACE NEW 1 14" DUCT & PULL NEW 12CT FROM 1ST
FLOOR TO 2ND FLOOR. UTILIZE EXISTING RISER
PLACE NEW TERM PANEL IN EXISTING
CUSTOMER SERVER RACK & LEAVE 50' COIL
*SERVER RACK LOCATION MAY CHANGE
DUE TO CONSTRUCTION*
12CT
96CT
96CT
96CT
96CT
S GRAD
Y
W
A
Y
S GR
A
D
Y
W
A
Y
S GR
A
D
Y
W
A
Y
TALBOT RD S707 S GRADY WAY
601 S GRADY WAY
401 S GRADY WAY
PARKING LOT
PARKING LOT
PARKING LOT
PARKING LOT
710 S GRADY WAY
425 S 7TH ST
800 S GRADY WAY
901 S GRADY WAY675'
170'
430'
315'
150'
144'
100'
V
30'
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE TALBOT RD
S
700 S
G
R
A
D
Y
W
A
Y
PLACE NEW JUNCTION BOX & TRANSITION
FROM 2" EMT IN SERVICE BAY TO 1 1
4" DUCT
IN DROP CEILING ABOVE STORAGE/ OFFICE.
LEAVE 30' COIL OF 12CT
*IT NOT PRESENT FOR WALKOUT*
MH
V
V
V
V
COMCAST
LEGEND
BUILDING PATH
EXISTING U/G PATH
LOCKBOX
NEW VAULT/PEDESTAL
EXISTING VAULT/PEDESTAL
NEW BORE U/G PATH
EXISTING MANHOLE
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
OVERVIEW 2 11
11/19/19 ALC JT
MH
N
NEW PENETRATION
NEW JUNCTION BOX
MFP20000068
901
TALBOT RD SEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
P
EOP
EOP EOP
EOP
EOP
EOP
EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOP EOPEOP
EOPEO
P
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOP
EOP EOP
EOP EOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOP
EOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWTIE INTO SP.WAUK.0435. UTILIZE
EXISTING MANHOLE: PLACE 96CT
STRAP TO NEW STRAP OUT CASE
MH675'
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
EOPEOP
EOP EOPEOP EOPEOP
FL FLFLROW
ROW ROW
ROW ROW ROWCOMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
DESIGN 3 11
11/19/19 ALC JT
MFP20000068
0
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP
EO
P
EOP
EOP
EO
P
EOP
EO
P
EOP
EO
P
EO
P
EOP
EO
P
EOPEO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOPEOPEOPEO
P
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOP
EO
P
EO
PEOP
EOPEOPEOPEOPEOP
EOP
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EO
P
EOP
EOP
EOP
EOPEO
P
EOP
EO
P
EOP
EO
P
EOP
EO
P
EOPEO
P
EOP
EOPEOP
EOP
EOPEOPROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
R
O
W
ROW
ROW
ROW
ROWROWROW
ROWROW
ROWROW
ROWROW
ROWROWROWROWROWROWROW
ROW
ROW
ROW
ROWROWROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWTALBOT RD
S
V
V
170'
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
EXISTING VAULT
EXISTING VAULT
COMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
DESIGN 4 11
11/19/19 ALC JT
MFP20000068
700
S GRA
D
Y
W
A
Y
EOPEO
P
EOP
EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
ROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EOP
REPLACE EXISTING VAULT WITH B48.
PLACE NEW TRANSITION CASE &
TRANSITION FROM 96CT TO 12CT
DIRECTIONAL DRILL. PLACE NEW
2" CONDUIT & PULL NEW 12CT
NEW 2 12" CONCRETE CORE DRILL
PLACE NEW 2" EMT (5') & PULL NEW 12CT
FIBER THROUGH NEW LOCK BOX(2)
PLACE NEW LOCK BOX ON
EXTERIOR & INTERIOR
PLACE NEW 2" EMT & PULL NEW 12CT
NEW 2 1
2" WOOD CORE DRILL
PLACE NEW 1 1
4" DUCT & PULL NEW 12CT FROM 1ST
FLOOR TO 2ND FLOOR. UTILIZE EXISTING RISER
PLACE NEW TERM PANEL IN EXISTING
CUSTOMER SERVER RACK & LEAVE 50' COIL
*SERVER RACK LOCATION MAY CHANGE
DUE TO CONSTRUCTION*
PLACE NEW JUNCTION BOX & TRANSITION
FROM 2" EMT IN SERVICE BAY TO 1 14" DUCT
IN DROP CEILING ABOVE STORAGE/ OFFICE.
LEAVE 30' COIL OF 12CT
V
V
V
430'
315'100'150'30'
144'
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
EXISTING VAULT
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
EXISTING VAULT
COMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
DESIGN 5 11
11/19/19 ALC JT
MFP20000068
PARKING LOT
NEW DIRECTIONAL DRILL. PLACE
NEW 2" CONDUIT & PULL NEW 12CT
PLACE NEW 2" EMT (5') & PULL NEW 12CT
FIBER THROUGH NEW LOCK BOX(2)
PLACE NEW LOCK BOX ON EXTERIOR & INTERIOR
BUILDING ENTRY
PLACE NEW 2" EMT & PULL NEW 12CT
PLACE NEW 1 14" DUCT & PULL NEW 12CT
PLACE NEW 1 14" DUCT & PULL NEW 12CT FROM 1ST
FLOOR TO 2ND FLOOR. UTILIZE EXISTING RISER
UTILITY ROOM
SERVICE BAY
OFFICE
STORAGE
BUILDING FLOOR PLAN - 1ST FLOOR1
5'
98'
10'
10'
13'
NEW 2 12" CONCRETE CORE DRILL
PLACE NEW JUNCTION BOX & TRANSITION
FROM 2" EMT IN SERVICE BAY TO 1 14" DUCT IN
DROP CEILING ABOVE STORAGE/ OFFICE.
LEAVE 30' COIL OF 12CT
NEW 2 12" WOOD
CORE DRILL
COMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
1ST FLOOR 6 11
11/19/19 ALC JT
MFP20000068
PLACE NEW 1 1
4" DUCT & PULL NEW 12CT FROM 1ST
FLOOR TO 2ND FLOOR. UTILIZE EXISTING RISER
PLACE NEW 1 14" DUCT & PULL NEW 12CT TO EXISTING CUSTOMER
SERVER RACK. PLACE NEW TERM PANEL & LEAVE 50' COIL *SERVER
RACK LOCATION MAY CHANGE DUE TO CONSTRUCTION*
CUSTOMER SERVER ROOM *IT
NOT PRESENT FOR WALKOUT*
BUILDING FLOOR PLAN - 2ND FLOOR1
8'
COMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
2ND FLOOR 7 11
11/19/19 ALC JT
MFP20000068
MFP20000068
TIE IN LOCATION (IN MIDDLE OF ROAD)
[ACROSS FROM TRITON TOWERS ON TALBOT RD S]
NEW STRAP OUT CASE IN EXISTING MANHOLE
[ACROSS FROM 707 S GRADY WAY ON TALBOT RD S]
PLACE NEW VAULT & DIRECTIONAL DRILL TO BUILDING
[700 S GRADY WAY]
PATHWAY FROM EXTERIOR TO INTERIOR ENTRY
[PARKING LOT]
PATHWAY FROM SHOP UTILITY ROOM TO SERVICE BAY
[1ST FLOOR]
PATHWAY THROUGH SERVICE BAY FROM UTILITY ROOM
[1ST FLOOR]
1 2 3
4 5 6
TIE IN CASE: SP.WAUK.0435
LOCATED IN MANHOLE
TIE INTO SP.WAUK.0435.
UTILIZE EXISTING MANHOLE TO PLACE
96CT STRAP TO NEW STRAP OUT CASE
NEW 96CT
PROOF & PULL NEW 96CT
FROM NEW STRAP OUT CASE
REPLACE EXISTING
VAULT WITH B48.
PLACE NEW
TRANSITION CASE &
TRANSITION FROM
96CT TO 12CT
PROOF & PULL TO
NEW B48 VAULT
DIRECTIONAL DRILL. PLACE NEW
2" CONDUIT & PULL NEW 12CT
PLACE NEW LOCK BOX ON
EXTERIOR OF BUILDING
NEW DIRECTIONAL DRILL. PLACE
NEW 2" CONDUIT & PULL NEW 12CT
PLACE NEW 2" EMT (5') & PULL NEW
12CT FIBER THROUGH NEW LOCK BOX
NEW 2 1
2" CONCRETE CORE DRILL
BUILDING ENTRY
NEW LOCK BOX ON
INTERIOR OF BUILDING
PLACE NEW 2" EMT & PULL NEW 12CT
NEW 2 12" CONCRETE CORE DRILL NEW 2 12" CONCRETE CORE DRILL
PLACE NEW 2" EMT & PULL NEW 12CT
SERV
I
C
E
B
A
Y
UTILITY ROOM
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
SITE PHOTOS 9 11
11/19/19 ALC JT
MFP20000068
PATHWAY THROUGH SERVICE BAY
[1ST FLOOR]
SERVICE BAY EXISTING ENTRY DROP CEILING ABOVE
STORAGE & OFFICE [1ST FLOOR]
PATHWAY FROM SERVICE BAY INTO STORAGE/OFFICE DROP CEILING
[1ST FLOOR]
DROP CEILING ABOVE STORAGE/ OFFICE
[1ST FLOOR]
DROP CEILING ABOVE STORAGE/ OFFICE
[1ST FLOOR]
PATHWAY FROM 1ST FLOOR TO 2ND FLOOR
[1ST FLOOR]
7 8 9
10 11 12
PLACE NEW 2" EMT & PULL NEW 12CT
PLACE NEW 2" EMT & PULL NEW 12CT
PLACE NEW JUNCTION BOX &
TRANSITION FROM 2" EMT IN
SERVICE BAY TO 1 14" DUCT IN DROP
CEILING ABOVE STORAGE/ OFFICE.
LEAVE 30' COIL OF 12CT
PLACE NEW 1 14" DUCT & PULL NEW 12CT
PLACE NEW 1 1
4" DUCT & PULL NEW 12CT
NEW 2 12" WOOD
CORE DRILL
PLACE NEW 1 14" DUCT & PULL NEW 12CT
PLACE NEW 1 1
4" DUCT & PULL NEW
12CT FROM 1ST FLOOR TO 2ND
FLOOR. UTILIZE EXISTING RISER
PLACE NEW 1 14" DUCT & PULL NEW 12CT
NEW 2 12" WOOD
CORE DRILL
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
SITE PHOTOS 10 11
11/19/19 ALC JT
MFP20000068
CUSTOMER SERVER ROOM PATHWAY
[2ND FLOOR]
PLACE NEW TERM PANEL
[2ND FLOOR]13 14
PLACE NEW 1 14" DUCT & PULL NEW 12CT
TO EXISTING CUSTOMER SERVER RACK
LEAVE 50' COIL
PLACE NEW 1 1
4" DUCT & PULL NEW 12CT
TO EXISTING CUSTOMER SERVER RACK
PLACE NEW TERM PANEL IN EXISTING
CUSTOMER SERVER RACK & LEAVE 50' COIL
*SERVER RACK LOCATION MAY CHANGE DUE TO CONSTRUCTION**SERVER RACK LOCATION MAY CHANGE DUE TO CONSTRUCTION*
*IT NOT PRESENT FOR WALKOUT**IT NOT PRESENT FOR WALKOUT*
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000213160TESLA MOTORS INC700 S GRADY WAY
RENTON, WA 98057
SITE PHOTOS 11 11
11/19/19 ALC JT
MFP20000068