HomeMy WebLinkAboutMFP19000753.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP19000753
IVR Number: 19000753
Permit Informaon
Permit Name:Comcast Cable Franchise Permit
Address/Locaon :02/18/2019Application Date:1923059031Parcel Number:201 S 7TH ST
Permit Type:03/04/2019Issue Date:Franchise
Permit Work Class:03/03/2020Expiration Date:Minor Utility
Job Number:JT#310620Franchise Type:Cable
Description:Proof and place 96ct fiber in existing Comcast system 373 feet. Directional bore new 4" conduit 465 feet. Place 2 new
vaults. Pull 96ct fiber in new 4" conduit 465'. Pothole all existing utilities. Restoration per City of Renton standards.
PRE CONSTRUCTION MEETING REQUIRED
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
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
Michael Cannon
Cannon Construction Inc
406 Porter Way
Milton, WA 98354-9638
B: (253) 922-2787
C: (253) 588-4034
Contractor
Business License Number: BL.020838Construction Contractor: CANNOCI055CS
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: www.MyBuildingPermit.com 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 | Published: 3/30/2017
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: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. 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 $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Comcast Cable Communications Management LLC
JT#310620 CAR PROS RENTON
Cody Shackett
253-864-4246
Owen_Shackett@comcast.com
201 S 7th St. RENTON WA 98057 Car Pros
Proof and place 96ct fiber in existing Comcast system 373 feet. Directional bore new 4''
Conduit 465 feet. Place 2 new 24''X36'' Vaults. Pull 96ct fiber in new 4'' conduit 465'
See plans and drawings for details.
n
n 465
Cannon Construction Inc. (Pat Gottbreht )360-888-3211
CANNOCI055CS BL.020838
2/15/2019
MFP19000753
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
Scott Warlick 2/18/2019
Holly Powers 3/4/2019
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
Permit Holder agrees to all the following:
• 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.
• 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
through 47.36.220, 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.
• By my signature herein, I acknowledge all the above requirements.
PRINT NAME: DATE:
SIGNATURE:
OFFICE COPY T-
CONTRACTOR
DEV. SERVICE, INSPECTION K. KITTRICK/
DEV. SERVICE, PLAN REVIEW A. HENNINGER/J. ILLIAN
POLICE CLARK WILCOX
FIRE DAVID PARGARS/STA. #13
Car Pros 7th Ave (JT#310620)
Cannon Construction (Pat Gottbreht)360-688-4102
Cody Shackett 253-8664-4246
410 Valley Ave NW, Puyallup WA
Owen_Shackett@comcast.com
S 7th St.Rainer Ave S
TBD
TBD
Reset FormPrint Form
Pat Gottbreht 2-15-2019
MFP19000753
Scott Warlick
2/18/2019Monday - Friday
9:00am - 3:00pm
NOTES:
• Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
• The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three
working days prior to work.
• Approved Temporary Traffic Control Plan must be at the work site during work hours.
• Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected
by a temporary lane or road closure.
• Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
• Total road closure lasting more than 24 hours is subject to the approval by the City Council.
• 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
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).
SKETCH
I
-- NORTH --
I
See TCP's for details.
ROWROWROWROWROW
ROWROW ROW ROWROWROW
ROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROW
ROW ROW
ROW
ROW ROW
EOP
EOPEOPEOPEOP EOP EOP
EOP
EOP EOP EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEO
P EOPEOPEOPEOP
EOPEOPEOPEOPSW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST
167
167
707
739
V RAINIER AVE RAINIER AVE HARDIE AVE SWHARDIE AVE SWWTW21-7
W20-5R
W4-2R
W
2
0
-
5
R
W4-
2
R
F
A
S
W21-7
R2-1
W
2
1
-
7
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVE
VEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARY
OPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.
(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
MINIMUM TAPER LENGTH IN FEET (L)
(FEET)
LANE
WIDTH POSTED SPEED (MPH)
3025 35 40 45 50 55 60 7065
15010105 270205 500450 -550 --
16511115 295225 550495 660605 --
18012125 320245 600540 720660 840780
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
TCP NOTES:
1.ALL WORK TO BE PREFORMED
DURING DAYTIME HOURS
UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE
OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON
FLUORESCENT ORANGE UNLESS
OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE
PEDESTRIAN ACCESS ON 4FT MIN
SIDEWALK. STOP WORK AS
NEEDED TO PROVIDE SAFE
PASSAGE.
4.MAINTAIN LOCAL ACCESS TO
BUSINESSES AND RESIDENTIAL
PROPERTIES. ALL DRIVEWAY
ACCESS SHALL REMAIN OPEN
DURING DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING
AREA.
WORK HOURS
6AM-6PM MON-FRI
CANNON CONSTRUCTION CONTACT
Pat Gottbreht-360-888-3211
pgottbreht@cannonconstructioninc.com
TRAFFIC CONTROL PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR VAULT ACCESS REFERENCE PLAN SET
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
TCP 1 3
2/14/19 KEC PG
MFP19000753
ROWROWROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW
EOPEOPEOP
EOP EOP
EOP
EOP
EOPEOPEOPEOPEOPEO
P EOPEOP
ROWROWROW
ROWROWROWEOPEOPEOPEOP167
167
200
739
765
V RAINIER AVE HARDIE AVE SWWTFAS
W21-7
W20-5R
W4-2R
W21-7
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVE
VEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARY
OPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.
(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
MINIMUM TAPER LENGTH IN FEET (L)
(FEET)
LANE
WIDTH POSTED SPEED (MPH)
3025 35 40 45 50 55 60 7065
15010105 270205 500450 -550 --
16511115 295225 550495 660605 --
18012125 320245 600540 720660 840780
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
WORK HOURS
6AM-6PM MON-FRI
CANNON CONSTRUCTION CONTACT
Pat Gottbreht-360-888-3211
pgottbreht@cannonconstructioninc.com
TRAFFIC CONTROL PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR VAULT ACCESS REFERENCE PLAN SET
NTCP NOTES:
1.ALL WORK TO BE PREFORMED
DURING DAYTIME HOURS
UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE
OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON
FLUORESCENT ORANGE UNLESS
OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE
PEDESTRIAN ACCESS ON 4FT MIN
SIDEWALK. STOP WORK AS
NEEDED TO PROVIDE SAFE
PASSAGE.
4.MAINTAIN LOCAL ACCESS TO
BUSINESSES AND RESIDENTIAL
PROPERTIES. ALL DRIVEWAY
ACCESS SHALL REMAIN OPEN
DURING DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING
AREA.
R2-1
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
TCP 2 3
2/14/19 KEC PG
MFP19000753
ROW ROW
ROW ROW ROW ROW
ROWROWROWROWROW
ROW
ROW ROW ROWROWROW
ROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROW ROW ROW
ROW
ROW ROW
ROW ROW ROW ROW
EOP EOP EOP EOP EOP
EOP
EOP
EOPEOPEOPEOP
EOP EOP
EOP
EOP EOP EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEO
P EOPEOPEOPEOP
EOPEOPEOP EOP EOP EOP
EOPEOPSW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST
167
167
739105
RAINIER AVE RAINIER AVE HARDIE AVE SWHARDIE AVE SWWTFAS
W21-7
W20-5R
W4-2R
W21-7
W21-7
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVE
VEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARY
OPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.
(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
MINIMUM TAPER LENGTH IN FEET (L)
(FEET)
LANE
WIDTH POSTED SPEED (MPH)
3025 35 40 45 50 55 60 7065
15010105 270205 500450 -550 --
16511115 295225 550495 660605 --
18012125 320245 600540 720660 840780
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
TCP NOTES:
1.ALL WORK TO BE PREFORMED
DURING DAYTIME HOURS
UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE
OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON
FLUORESCENT ORANGE UNLESS
OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE
PEDESTRIAN ACCESS ON 4FT MIN
SIDEWALK. STOP WORK AS
NEEDED TO PROVIDE SAFE
PASSAGE.
4.MAINTAIN LOCAL ACCESS TO
BUSINESSES AND RESIDENTIAL
PROPERTIES. ALL DRIVEWAY
ACCESS SHALL REMAIN OPEN
DURING DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING
AREA.
WORK HOURS
6AM-6PM MON-FRI
CANNON CONSTRUCTION CONTACT
Pat Gottbreht-360-888-3211
pgottbreht@cannonconstructioninc.com
TRAFFIC CONTROL PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR NEW UNDERGROUND REFERENCE PLAN SET
N
R2-1
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
TCP 3 3
2/14/19 KEC PG
MFP19000753
WORK AREA
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
CONTACTS:
PROJECT MAP:
N
CANNON
Pat Gottbreht-253-888-3211 pgottbreht@cannonconstructioninc.com
COMCAST
Kyle Kinney-253-235-7016 Kyle_Kinney@cable.comcast.com
Car Pros
POC:______________________________________________
Review _________________________
Property Mgt:________________________________________
Review _________________________
1 - COVER SHEET
2 -LINE TYPE AND SYMBOL LEGEND
3 -STANDARD DETAILS
4 -OVERVIEW
5-7 -DESIGN
8-10 -SITE PHOTOS
96 CT FIBER: 838 FT + 20% STORAGE = 1005 FT
12 CT FIBER: 288 FT + 20% STORAGE = 345 FT
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
SCOPE OF WORK:
SHEET INDEX:
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
0 FT.
465 FT.
373 FT.
0 FT.
838 FT.
PROJECT DESCRIPTION - ROW*
NEW BUILDING PATH WAY =
EXISTING BUILDING PATH WAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
100 FT.
0 FT.
188 FT.
0 FT.
288 FT.
PROJECT DESCRIPTION -SITE*
TOTAL PROJECT FOOTAGE =1126 FT.
-TIE INTO EXISTING CASE - SP.WAKV.0178 (KV07S.4A.1C.3A)
-PROOF AND PLACE (1) 96CT FIBER IN EXISTING CONDUIT
-INTERCEPT EXISTING CONDUIT AND PLACE NEW 24"X36" VAULT
-DIRECTIONAL BORE AND INSTALL (1) 4" CONDUIT AND PULL (1) 96CT FIBER
THROUGH.
-INSTALL NEW 24"x36" VAULT AT EDGE OF RIGHT OF WAY.
-DIRECTIONAL BORE ON PRIVATE PROPERTY AND INSTALL (1) 4" CONDUIT AND
PULL (1) 12CT FIBER THROUGH.
-PLACE NEW 1-1/4" INNER DUCT & PULL (1) 36CT FIBER THROUGH EMPTY DUCT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
201 S 7TH ST
RENTON, WA 98057
CAR PROS
JT# 310620COMCAST
MFP19000753
EOP
FL
P
C
S
D
G
W
TS
T
ST
UT
ROW
DD DD DD DD
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW CONDUIT
STRAW WATTLES
P
V
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CB
CB
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE SIDEWALK PANEL
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
COMCASTCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
LEGEND 2 10
2/14/19 KEC PG
MFP19000753
TRENCH - HARD SURFACE
STANDARD DETAIL#
TRENCH - SOFT SURFACE
STANDARD DETAIL#
COMCASTCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
STANDARD DETAILS 3 10
2/14/19 KEC PG
MFP19000753
V V
V
V
96ct
96ct
96ct
PROOF AND PULL (1)
96CT FIBER THROUGH
EXISTING CONDUIT
PROPOSED DIRECTIONAL BORE. INSTALL (1) 4"
CONDUIT AND PULL (1) 96CT FIBER THROUGH.
SEE SHEETS 6-7 FOR DETAILED PLAN VIEWS.
PROPOSED NEW VAULT. INTERCEPT EXISTING
CONDUIT AND OVERSET NEW 24"x36" VAULT.
SEE SHEETS 6-7 FOR DETAILED PLAN VIEWS.
PROPOSED NEW VAULT. INSTALL
NEW 24"x36" VAULT. SEE SHEETS
6-7 FOR DETAILED PLAN VIEWS.
INSTALL NEW SPLICE
CASE IN NEW VAULT
12ct
PROPOSED DIRECTIONAL BORE. INSTALL (1) 4"
CONDUIT AND PULL (1) 12CT FIBER THROUGH.
147'226'465'188'TIE INTO EXISTING SPLICE CASE
SP.WAKV.0178 (KV07S.4A.1C.3A)
75'25'
PROPOSED NEW EMT. INSTALL 2" EMT
TO OUTSIDE OF BUILDING AND
INSTALL NEW LOCK BOX.
OFFICE SPACE (SECOND FLOOR)
SERVER ROOM (SECOND FLOOR)
PROPOSED NEW INNERDUCT. INSTALL
1-1/4" INNERDUCT IN FALSE CEILING
AND PULL (1) 12CT FIBER THROUGH.
EXTENSIVE INSULATION ABOVE FALSE
CEILING. TAKE CARE WHEN REMOVING
AND INSTALL INNERDUCT.N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
OVERVIEW 4 10
2/14/19 KEC PG
MFP19000753
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW
ROWRO
W
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROWROWROW
ROWROWROWROWROWROWROWROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROW ROW ROW ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW ROW
ROW ROWROW
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 EO
P
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOPEOPEOP
EOP EOPEOP 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
EOP
EOP
EOP
EOP
EOPEOP
EOPEOPEOP
EOP
EOP
EOP
EOPEOPEOPEOP
EOP EOP
EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP EOPEOP
EO
P
EOP
EOPEOPEOPEOPEOPEOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOP EOP EOP
EOP EOP EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EOP EOPSW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST SW 7TH ST
167
167
750
720
710
201
650
707
739105
V
VV V
147'
PROOF AND PULL (1)
96CT FIBER THROUGH
EXISTING CONDUIT
PROPOSED DIRECTIONAL BORE. INSTALL (1) 4"
CONDUIT AND PULL (1) 96CT FIBER THROUGH.
SEE SHEETS 6-7 FOR DETAILED PLAN VIEWS.
PROPOSED NEW VAULT. INTERCEPT EXISTING
CONDUIT AND OVERSET NEW 24"x36" VAULT.
SEE SHEETS 6-7 FOR DETAILED PLAN VIEWS.
PROPOSED NEW VAULT. INSTALL
NEW 24"x36" VAULT. SEE SHEETS
6-7 FOR DETAILED PLAN VIEWS.INSTALL NEW SPLICE
CASE IN NEW VAULT
TIE INTO EXISTING SPLICE CASE
SP.WAKV.0178 (KV07S.4A.1C.3A)226'465'188'75'25'
PROPOSED NEW EMT. INSTALL 2"
EMT TO OUTSIDE OF BUILDING
AND INSTALL NEW LOCK BOX.
OFFICE SPACE (SECOND FLOOR)
SERVER ROOM (SECOND FLOOR)
PROPOSED NEW INNERDUCT. INSTALL
1-1/4" INNERDUCT IN FALSE CEILING
AND PULL (1) 12CT FIBER THROUGH.
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
DESIGN 5 10
2/14/19 KEC PG
MFP19000753
720
EOPEOPEOP EOPEOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP
DDDDDDD DD
D DD
D
D
D
WWW WW
W
W
W
W
W
W
W
W
W
W
W
GGGGGGGGGGGGGGG
CCCCBDDDDDDCB CBCB
SLSLVSL
VCOMCASTD
D
W
W
V
M MWWV SL VSLPOWERVAULT
CB
F
H
W
DDC
M
W
CBG
G
G
G
G
G
G
G
V DRIVEWAY
SIDEWALK
LANDSCAPEEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP
ROW ROW ROWROW ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW ROW ROWROW ROW ROW
ROW
ROW ROW
ROW
V
BO
R
E
P
I
TLANDSCAPE LANDSCA
PE
RAINIER AVE SS
T
A
1
3
+
0
0
S
T
A
1
3
+
5
0
S
T
A
1
4
+
0
0
STA 14+50STA 15+29
ST
A
1
5
+
0
0
STA
1
5
+
5
0
DRIVE
WAY
SIDEWALK
450' PROPOSE
D
DI
RE
CTI
O
NAL
B
ORE
5
RESTORATION NOTES:
RESTORE ASPHALT AREA PER CITY OF RENTON
SPECIFICATIONS.
REMOVE AND REPLACE CONCRETE SIDEWALK PANEL PER
CITY OF RENTON SPECIFICATIONS.
1
3
35'
46'
9'
T
R
E
N
C
H
4
32'
5'
5'
5'
710
SIDEWALKLANDSCAPEDRIVE
WAY
STATION START
STATIONING STARTS AT 10+00 AT THE
INTERSECTION OF S 7TH ST & RAINIER AVE S
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES
TO BE VERIFIED PRIOR TO CONSTRUCTION.
CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION
1
CONSTRUCTION NOTES:
PROOF AND PULL (1) 96CT FIBER THROUGH EIXSTING
CONDUIT.
PROPOSED NEW VAULT. LOCATE AND INTERCEPT
EXISTING CONDUIT AND OVERSET NEW 24"x36" VAULT IN
ASPHALT AREA PER DETAIL ON SHEET 3. PULL (1) 96CT
FIBER CABLE THROUGH.
PROPOSED TRENCH IN CONCRETE SIDEWALK. INSTALL
(1) 4"Ø CONDUIT AND PULL (1) 96CT FIBER THROUGH.
PROPOSED DIRECTIONAL BORE UNDER CONCRETE
SIDEWALK AND INSTALL (1) 4"Ø CONDUIT. PULL (1) 96CT
FIBER THROUGH.
2
6
12'
8'
5
2
5'4'
3
4
6
SCALE: 1"=20'
0'10'20'40'
CSWPP LEGEND
STRAW WATTLES
HIGH VIABILITY FENCE
CB
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCK
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
DESIGN 6 10
2/14/19 KEC PG
MFP19000753
710
SW 7TH ST
EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EOP
EOP
EOP
EOP EOP
D
D
D DD
D DDD
D
D DDD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GG
G
G
G
G
G GG
G
G GG
G
G
CB CBD
SLVSLSL
VSLFHV COM
VAULTSLVSL D D D D
DC
DC
D
D
D
DWW
DCEOPEOPEOPEOPEOPEOP
EOP
EOP EOPEOPEOPE
O
P
EOP
EOPEOPEOP
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW ROWROWR
O
W
ROW
ROWROW
BORE
P
I
T
V
PROP
O
S
E
D
LANDSC
APE LANDS
CAPE
RAINIER AVE SS
T
A
1
0
+
5
0
S
T
A
1
1
+
0
0
S
T
A
1
1
+
5
0
S
T
A
1
2
+
0
0
S
T
A
1
2
+
5
0 DRIVEW
A
Y
SIDEWALK SIDEWALK
STATION START
STATIONING STARTS AT 10+00 AT THE
INTERSECTION OF S 7TH ST & RAINIER AVE S
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES
TO BE VERIFIED PRIOR TO CONSTRUCTION.
CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION
CSWPP LEGEND
STRAW WATTLES
HIGH VIABILITY FENCE
CB
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCK
1
2 6' TRENCH
56'
62'
3
PROP
OS
ED DIR
ECTI
ON
AL B
O
RE
37'
37'
5'
201SIDEWALK1
CONSTRUCTION NOTES:
PROPOSED DIRECTIONAL BORE UNDER CONCRETE
SIDEWALK AND INSTALL (1) 4"Ø CONDUIT. PULL (1) 96CT
FIBER THROUGH.
PROPOSED TRENCH IN LANDSCAPE AREA. INSTALL (1)
4"Ø CONDUIT AND PULL (1) 96CT FIBER THROUGH.
PROPOSED NEW VAULT. INSTALL NEW 24"x36" VAULT IN
LANDSCAPE AREA AT EDGE OF RIGHT OF WAY PER
DETAIL ON SHEET 3. PULL (1) 96CT FIBER CABLE
THROUGH.
2
3
STRAW
WATTLES
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
V
SCALE: 1"=20'
0'10'20'40'
LAND
S
C
A
P
E
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
DESIGN 7 10
2/14/19 KEC PG
MFP19000753
5 NO SCALE
EXISTING CONDUIT INTERCEPT 6 NO SCALE
NEW CONDUIT IN ROW 7 NO SCALE
NEW CONDUIT IN ROW
3 NO SCALE
EXISTING CONDUIT 4 NO SCALE
EXISTING CONDUIT1NO SCALE
TIE-IN CASE EXISTING VAULT2NO SCALE
TIE INTO EXISTING SPLICE CASE
SP.WAKV.0178 (KV07S.4A.1C.3A)
PULL (1) 96CT FIBER
THROUGH EXISTING
CONDUIT
TRENCH/ DIRECTIONAL
BORE (1) 4"Ø CONDUIT.
PULL (1) 96CT FIBER
THROUGH.
INTERCEPT EXISTING
CONDUIT AND OVERSET
NEW 24"x36" VAULT
PULL (1) 96CT FIBER
THROUGH EXISTING VAULT
PULL (1) 96CT FIBER
THROUGH EXISTING
CONDUIT
PULL (1) 96CT FIBER
THROUGH EXISTING
CONDUIT
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
96CT FIBER THROUGH.
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
96CT FIBER THROUGH.
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
SITE PHOTOS 8 10
2/14/19 KEC PG
MFP19000753
NEW 24"x36" VAULT11NO SCALE 12 NO SCALE 13 NO SCALE
10 NO SCALE
NEW CONDUIT ON PRIVATE NEW CONDUIT ON PRIVATE
NEW CONDUIT IN ROWNEW CONDUIT IN ROW9NO SCALE8NO SCALE
NEW CONDUIT IN ROW
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
96CT FIBER THROUGH.
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
96CT FIBER THROUGH.
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
96CT FIBER THROUGH.
TRENCH/ DIRECTIONAL BORE (1) 4"Ø
CONDUIT. PULL (1) 96CT FIBER THROUGH.
INSTALL NEW 24"x36" VAULT.
INSTALL NEW SPLICE CASE
EXIT RIGHT OF WAY.DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1) 12CT FIBER THROUGH.
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
12CT FIBER THROUGH.DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
12CT FIBER THROUGH.
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
SITE PHOTOS 9 10
2/14/19 KEC PG
MFP19000753
BUILDING TRANSITION14NO SCALE
NEW 1-1/4" INNERDUCT15NO SCALE
NEW 1-1/4" INNERDUCT16NO SCALE
NEW 1-1/4" INNERDUCT17NO SCALE
NEW 1-1/4" INNERDUCT18NO SCALE
SERVER ROOM19NO SCALE
SERVER RACK20NO SCALE
DIRECTIONAL BORE (1)
4"Ø CONDUIT. PULL (1)
12CT FIBER THROUGH.
2" CORE INTO BUILDING
IN DROP CEILING
INSTALL NEW LOCK BOX ON
SIDE OF BUILDING
2" CORE INTO BUILDING
IN DROP CEILING
INSTALL 2" EMT.
PULL (1) 12CT
FIBER THROUGH
INSTALL 1-1/4" INNERDUCT IN
FALSE CEILING AND PULL (1)
12CT FIBER THROUGH.
INSTALL 1-1/4"
INNERDUCT IN FALSE
CEILING AND PULL (1)
12CT FIBER THROUGH.
INSTALL 1-1/4"
INNERDUCT IN FALSE
CEILING AND PULL (1)
12CT FIBER THROUGH.
INSTALL 1-1/4"
INNERDUCT IN FALSE
CEILING AND PULL (1)
12CT FIBER THROUGH.INSTALL 1-1/4" INNERDUCT
IN FALSE CEILING AND
DOWN TO RACK PULL (1)
12CT FIBER THROUGH.
INSTALL NEW TERM
PANEL AND SWITCH ON
EXISTING RACK.
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
310620CAR PROS
201 S 7TH ST
RENTON, WA 98057
SITE PHOTOS 10 10
2/14/19 KEC PG
MFP19000753