HomeMy WebLinkAboutMFP22002784.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP22002784
IVR Number: 22002784
Permit Information
Permit Name: Comcast Cable-JB0001011194 Franchise Permit
Address/Location:05/27/2022Application Date:2854800130Parcel Number: 3109 NE 11TH PL
Permit Type:06/08/2022Issue Date:Franchise
Permit Work Class:06/08/2023Expiration Date:Minor Utility
Job Number: JB0001011194Franchise Type:Cable
Description: Comcast Cannon JB0001011194 RESAG SPANS. TRANSFER SYSTEM TO NEW POLE. TRENCH FROM OLD POLE
TO NEW POLE AND LAY NEW CONDUIT CONNECTING EXISTING CONDUIT WITH NEW POLE. PLACE (1) NEW
RISER. PROOF AND PULL NEW CABLE FROME NEW POLE DOWN RISER AND INTO THE ROW. RESTORATION
PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Annie Robertson
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Applicant
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Michael Cannon
Cannon Constructors Inc
406 Porter Way
Milton, WA 98354
B: (253) 922-2787Contractor
Business License Number: 41539Construction 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
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
2407 132ND AVE SE 98059
NE 11TH PL & LYNNWOOD AVE NE RENTON, WA 98059
CANNON CONSTRUCTION LLC
RESAG SPANS. TRANSFER SYSTEM TO NEW POLE. TRENCH FROM OLD POLE TO NEW POLE AND LAY NEW
CONDUIT CONNECTING EXISTING CONDUIT WITH NEW POLE. PLACE (1) NEW RISER. PROOF AND PULL NEW
CABLE FROM NEW POLE DOWN RISER AND INTO ROW.
406 PORTER WAY MILTON, WA 98354
MFP22002784
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 6/8/2022
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
David Standring
05/27/2022David Standring
3233
1128 3109
3011 ROWROW
ROWROWROWROWROWROWROWROWROW ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWNE 12TH ST
LYNNWOOD AVE NEMONROE AVE NEEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFL
NE 11TH PL
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDE
W
ALK
SIDEWALKSIDEWALKSIDEWALKSIDEWALKDW
DW
DW
DW
DW DW50'-100'XXXX XXXFLAGGERWTR9-11AL TO BE PLACED AT BEGINNING OF
SIDEWALK AT THE END OF PARCEL 7801300000.
SIDEWALK DEAD ENDS AT THIS LOCATION.FLAGGERPARCEL: 7801300000
PARCE
L
:
2
854
800
130
PARCE
L
:
28
548
001
35
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP PLANT MAINTENANCEJB000101119440200
1
1
NP
AM
5/16/2022
1:40 RENTON, WA 980592407 132ND AVE SE17-050
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
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 Traffic
Control Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specialized
guidelines for traffic control within their jurisdiction. It is the
responsibility of the on-site traffic control personnel to verify if any
special 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
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONTRAFFIC CONTROL PLAN
R2-1
W20-4
MFP22002784
SHEET INDEX:
1 - COVER SHEET
2 -LEGEND
3 -GENERAL NOTES
4 -DESIGN
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES
HARDLINE COAX: 75 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
-RESAG SPANS.
-TRANSFER SYSTEM FROM OLD POLE TO NEW POLE.
-DIG AND INTERCEPT EXISTING CONDUIT, TRENCH NEW CONDUIT
TO NEW POLE.
-PLACE (1) NEW RISER.
-PROOF AND PULL NEW CABLE FROM NEW POLE DOWN RISER
AND INTO ROW.
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (1)=
TOTAL ROW FOOTAGE =
0 FT.
0 FT.
15 FT.
35 FT.
25 FT.
75 FT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
2407 132ND AVE SE
RENTON, WA 980592407 132ND AVE SE 98059
JB0001011194
PLANT MAINTENANCE
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 =75 FT.
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION = 0
DISTRIBUTION = 0
2
0
0
CANNON COMPANIES
Nate Pinson
(Cell) (425) 941-7820
(Email) npinson@cannonconstructioninc.com
POC:
N/A
(Cell): N/A
(Email): N/A
4
MFP22002784
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB00010111942407 132ND AVE SERENTON, WA 98059 PLANT MAINTENANCE17-050
5/16/2022
AM
NP
NTS
0 0 0
2
4
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
GRAVEL
CONCRETE SIDEWALK
PARCEL LINE
MFP22002784
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 CHANGEDATEBYQCJB00010111942407 132ND AVE SERENTON, WA 98059 PLANT MAINTENANCE17-050
5/16/2022
AM
NP
NTS
0 0 0
3
4
GENERAL NOTES
MFP22002784All conduit in the ROW shall be schedule 80 or equivalent.
35'
3233ROWROWROWROWROWROWLYNNWOOD AVE NEEOPEOPEOPEOPEOPEOPEOPGGGGGGGGGSIDEWALKSIDEWALKDW206'155'SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS DDDDDDDDDDDD DDDDDDDDDDDWM WWWWM
M WWWWWWWWWWWWWWWWWWWWWWWWWWFH
CONSTRUCTION NOTES:
RESAG SPANS.
TRANSFER SYSTEM TO NEW POLE.
DIG AND INTERCEPT EXISTING CONDUIT, TRENCH NEW CONDUIT TO
NEW POLE.
PLACE (1) NEW RISER.
PROOF AND PULL NEW CABLE FROM NEW POLE DOWN RISER AND
INTO ROW.
1
2
3
4
5
RESTORATION NOTES:
RESTORE (2) CONCRETE SIDEWALK PANELS PER CITY OF RENTON
SPECIFICATIONS.
1R
S
2
13
4
5
15'
R
25'
9'
7'
11'
7'
1R
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
PROPOSED PATH DISCLAIMER
PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION
DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS
STATION START
STATIONING STARTS AT THE INTERSECTION
OF NE 12TH ST & LYNWOOD AVE NE.
CATCH BASIN WITH SOCK
CSWPP LEGEND
CB
POTHOLE DISCLAIMER
POTHOLE IN SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION
STA 11+00
STA 11+50
STA 12+00
STA 12+50
STA 11+92
STA 11+74
NEW POLE
OLD POLE
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB00010111942407 132ND AVE SERENTON, WA 98059 PLANT MAINTENANCE17-050
5/16/2022
AM
NP
1:20
0 10 20
3
4
DESIGN
N
MFP22002784