HomeMy WebLinkAboutMFP22000373.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP22000373
IVR Number: 22000373
Permit Information
Permit Name: Comcast Cable Franchise Permit-JB000087525
Address/Location:01/25/2022Application Date:0886600040Parcel Number: 915 N LANDING WAY
Permit Type:02/03/2022Issue Date:Franchise
Permit Work Class:02/03/2023Expiration Date:Minor Utility
Job Number: JB0000875275Franchise Type:Cable
Description: Comcast JB0000875275
TIE INTO EXISTING SPLICE CASE AT NODE
LOCATION. PROOF AND PLACE 96 CT FIBER THROUGH
EXISTING CONDUIT. LEAVE 96 CT COIL FOR NEW SPLICE CASE. UPGRADE TAP PED TO A DOGHOUSE.
PLACE A NEW DOGHOUSE OVER EXISTING
SWEEPS.
Contacts
Name Address PhoneTypeBilling
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Applicant
Annie Robertson
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Michael Cannon
Cannon Construction Inc
406 Porter Way
Milton, WA 98354-9638
B: (253) 922-2787
C: (253) 588-4034
Contractor
Business License Number: 20838Electrical Contractor: CANNOCI873CL
Construction Contractor: CANNOCL791JK
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 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.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
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
AMZ HYPERBUILD
915 N LANDING WAY RENTON, WA 98057
Monday Friday 8:00am 3:00pm
TIE INTO EXISTING SPLICE.
PROOF AND PULL 96 CT FIBER DOWN PARK AVE AND ONTO N 8TH ST
UPGRAD PED TO A DOGHOUSE + ADD NEW DOGHOUSE.
Cannon Construction LLC 253 922 2787
Mannie Golden mgolden@cannonconstructioninc.com
406 Milton Way Milton, WA 98354
MFP22000373
Scott Warlick CED 2/3/2022
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
Mannie Golden 01/25/2022
EOP
EOP
1202
1055
ROW ROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE
N
PARK AVE
N
N 10TH
P
L
V
V
GRIFFIS LAKE WASHINGTON
50'-1
0
0'XXXB
XXL EOPEOP
EOP
EOP
EOPEOPEOP
EOP
EOP
LOGAN
A
V
E
N
PAR
K
A
V
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N
WT
WTXXXEOPEOPEOPFL
FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL FL FL
FL
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FL
FL
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OK R3-6R
R2-1
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527540200
6
1
SS
AM
1/18/2022
1:40RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
SITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SINGLE CLOSURE 7-LANE ROAD
MFP22000373
900
920
1203
910
1002
911
1003
1055
916 ROWROWROWROWROWROWROWROWROWROWROWRO
W
ROW
ROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE N PARK AVE N PARK AVE N PARK AVE N
PARK AVE N
PARK AVE N N 10
T
H
PL
N 10T
H
P
L
N 10TH P
L
V
GRIFFIS LAKE WASHINGTONXXPARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)
TOW-AWAY AREA
XWTR2-1
R2-1 STREET PARKINGSTREET PARKINGSTREET PARKINGXX
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527540200
6
2
SS
AM
1/18/2022
1:40RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
SITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 4-LANE ROAD
MFP22000373
920
1205
921 ROWR
OW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW
ROW
EOP
EOP EOPEOP EOP
EOPEOPEOPEOPEOP
EOP
EOPEOP
EOP
EOPEOPPARK AVE N PARK AVE N PARK AVE N N 10TH ST
N 10TH ST
V
PANDA
EXPRESSMATTRESS
1202XX
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)
TOW-AWAY AREA WTR2-1
STREET PARKINGSTREET PARKINGX XXSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527530150
6
3
SS
AM
1/18/2022
1:30RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
SITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 5-LANE ROAD
MFP22000373
909 915
1203
DICK'S SPORTING GOODS ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE N PARK AVE N PARK AVE N PARK AVE N V
PETSMART
1202
GRIFFIS LAKE WASHINGTONXXL/3PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA
EOPEOPSTREET PARKINGLANDSCAPINGSIDEWALKWTR2-1 STREET PARKINGXSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527540200
6
4
SS
AM
1/18/2022
1:40RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
SITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 4-LANE ROAD
MFP22000373
811
825
909 915
DICK'S SPORTING GOODS
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPN 8TH STN 8TH STN 8TH ST XXXP
COM
B L SIDEWALKLANDSCAPING
SIDEWALKSIDEWALKLANDSCAPING
SIDEWALK
LANDSCAPING
WT
R2-1
50'-100'
X
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527540200
6
5
SS
AM
1/18/2022
1:40RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SINGLE CLOSURE 5-LANE ROAD
MFP22000373
N 8TH ST
ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWEOP
EOP EOP EOP EOP
EOP
EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOP EOP EOP
N 8TH ST
N 8TH ST N 8TH ST
DH
COMEOPEOP
XXXXX
LANDSCAPING
SIDEWALK
SIDEWALK
GARDEN AVEWT
R2-1
50'-100'
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-Will coordinate with any businesses that will be affected
by construction-Will have spotter on site to escort pedestrians 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
SITE NOTES-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP HYPERBUILDJB000087527530150
6
6
SS
AM
1/18/2022
1:30RENTON, WA 98057915 N LANDING WAYAMZCODE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
SITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SINGLE CLOSURE 4-LANE ROAD
MFP22000373
SHEET INDEX:
1 -COVER SHEET
2 - LEGEND
3 - GENERAL NOTES
4-6 - DESIGN
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES
96 CT FIBER: 2242 FT + 20% STORAGE = 2691 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
- TIE INTO EXISTING SPLICE CASE AT NODE
LOCATION.
- PROOF AND PLACE 96 CT FIBER
EXISTING CONDUIT.
- LEAVE 96 CT COIL FOR NEW SPLICE CASE.
- UPGRADE TAP PED TO A DOGHOUSE.
- PLACE A NEW DOGHOUSE OVER EXISTING
SWEEPS.
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (X)=
TOTAL ROW FOOTAGE =
0 FT.
0 FT.
0 FT.
2242 FT.
0 FT.
2242 FT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
915 N LANDING WAY
RENTON, WA 98057AMZ
JB0000875275
HYPERBUILD
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = 2242 FT.
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION = 0
DISTRIBUTION = 0
0
0
0
SILAS SCHROEDER PH: 2537093302
E: SSCHROEDER@CANNONCONSTRUCTIONINC.COM
THROUGH
MFP22000373
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000875275AMZ915 N LANDING WAYRENTON, WA 98057HYPERBUILDCODE
1/18/2022
AM
SS
NTS
0 0 0
2
6
LEGEND
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 BORE
STRAW WATTLES
P
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
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
CONSTRUCTION NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED
MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
A
7
LANDSCAPE
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHOWN ON PAGE
FL FL
P P
TS TS
C C
D D
DD DD DD DD DD
G G
W W
T T
ST ST
ROW
S
UK
CB
CB
P P
V V V
V VV
WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT
#PHOTO LOCATOR SYMBOL
PROPOSED NEW TRENCH
EXISTING UNDERGROUND PATHWAY
PROPOSED NEW AERIAL STRAND
EXISTING AERIAL PATHWAY
EXISTING SPLICE CASE
PROPOSED SPLICE CASE
EXISTING FIBER/COAX STORAGE
PROPOSED FIBER/COAX STORAGE
TREE
EOP
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
VAULT - LARGE
EXISTING - CONTINUED
233LA MANHOLE
233LA MANHOLE
MFP22000373
GENERAL NOTES
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR
TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE
WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS
UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES
ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN
PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE
CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT
WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES,
DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE
SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE
CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE
REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND
AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO
SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION
CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL
SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES
TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE
PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON
ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH
DAY AND AS OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT,
LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL
APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO
ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S
EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD
SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH
LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE
CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR
SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS.
STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS.
MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS
COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR
CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF
CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH.
INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER
CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH
PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE
IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH
EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY
PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY
EXISTED PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE
OF WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND
TO POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG
WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN
THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE
DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000875275AMZ915 N LANDING WAYRENTON, WA 98057HYPERBUILDCODE
1/18/2022
AM
SS
NTS
0 0 0
3
6
GENERAL NOTES
MFP22000373
900
1203
910
1202
1002
911
1003840
1055
916
ROW
ROW ROWROW
ROW
ROW
ROWROWROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEO
P
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOPEOPPARK AVE N PARK AVE N PARK AVE N
PARK AVE
N
PARK AVE N N 10
T
H
P
L
N 10T
H
P
L
N 10TH P
L
N 10TH P
L
V
V
V
GRIFFIS LAKE WASHINGTON
SWEDISH
RENTON
OB/GYN
SPECIALISTS
SWEDISH
PRIMARY
CARE
GRIFFIS LAKE WASHINGTON
CONSTRUCTION NOTES:
TIE INTO EXISTING SPLICE CASE AT NODE LOCATION.
PROOF AND PULL 96 CT FIBER
LEAVE 96CT COIL FOR NEW SPLICE CASE .
UPGRADE TAP PED TO A DOGHOUSE.
PLACE A NEW DOGHOUSE OVER EXISTING SWEEPS.
1
2
3
4
5
1
2
2
2EOP
EOP
EOP
EOP
EOPEOPEOPLOGAN
A
V
E
N
354'260'115'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000875275AMZ915 N LANDING WAYRENTON, WA 98057HYPERBUILDCODE
1/18/2022
AM
SS
NTS
0 0 0
4
6
DESIGN
N
THROUGH EXISTING CONDUIT.
MFP22000373
920
1205
829
921
955
827
960
N 10TH STROW
RO
W
ROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROWEOPEOPEOPEOP
EOP
EOP EOPEOPEOP
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOPEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPPARK AVE N PARK AVE N PARK AVE N PARK AVE N PARK AVE N N 10TH
S
T
N 10TH ST N 10TH ST
N 10TH ST
VPANERA
BREAD
PANDA
EXPRESS
MATTRESS
FIRM
1202
GRIFFIS LAKE WASHINGTON
CONSTRUCTION NOTES:
TIE INTO EXISTING SPLICE CASE AT NODE LOCATION.
PROOF AND PULL 96 CT FIBER THROUGH EXISTING CONDUIT.
LEAVE 96CT COIL FOR NEW SPLICE CASE .
UPGRADE TAP PED TO A DOGHOUSE.
PLACE A NEW DOGHOUSE OVER EXISTING SWEEPS.
1
2
3
4
5
2
340'OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000875275AMZ915 N LANDING WAYRENTON, WA 98057HYPERBUILDCODE
1/18/2022
AM
SS
NTS
0 0 0
5
6
DESIGN
N
MFP22000373
909 915
1203
1207
N LANDING WAY
DICK'S SPORTING GOODS ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP EOPEOPEOP
EOP EOP EOP EOP EOP
EOPEOP EOP EOP EOP EOP EOP
EOPEOPDH
COM
N 8TH ST
N 8TH ST
N 8TH ST
N 8TH STN 8TH ST PARK AVE N PARK AVE N PARK AVE N PARK AVE N DH
COM
PETSMART
1202
EOPEOPEOPEOPEOPEOPEOPEOP2
2
2
3
4
5
LANDSCAPING
SIDEWALK
LANDSCAPING
SIDEWALKLANDSCAPINGSIDEWALKLANDSCAPINGSIDEWALKLANDSCAPINGSIDEWALKLANDSCAPINGSIDEWALKLANDSCAPING
SIDEWALK
372'
335'466'GRIFFIS LAKE WASHINGTON
CONSTRUCTION NOTES:
TIE INTO EXISTING SPLICE CASE AT NODE LOCATION.
PROOF AND PULL 96 CT FIBER
LEAVE 96CT COIL FOR NEW SPLICE CASE .
UPGRADE TAP PED TO A DOGHOUSE.
PLACE A NEW DOGHOUSE OVER EXISTING SWEEPS.
1
2
3
4
5
DH
DH
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000875275AMZ915 N LANDING WAYRENTON, WA 98057HYPERBUILDCODE
1/18/2022
AM
SS
NTS
0 0 0
6
6
DESIGN
N
THROUGH EXISTING CONDUIT.
THIS DOGHOUSE TO BE
ACCESSED FROM PAKRING LOT
MFP22000373