HomeMy WebLinkAboutMFP17002672DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17002672
IVR Number: 17002672
Permit Informa!on
Permit Name:Verizon - MCI
Address/Loca!on:06/06/2017Applica!on Date:0886610060Parcel Number:635 PARK AVE N
Permit Type :09/12/2017Issue Date:Franchise
Permit Work Class:09/12/2018Expira!on Date :Major U$lity
Job Number:Boeing FieldFranchise Type :Telephone
Descrip!on:FROM EXISTING VERIZON VAULT ON THE SE CORNER OF N 3RD & HOUSER WAY N , TRENCH AND BORE (1) 2" CONDUIT NW
ON FACTORY PLACE N, WEST ON N 4TH, NORTH ON GARDEN AVE N, WEST ON N 6TH ST AND NORTH ON PARK AVE N TO A
FUTURE VAULT ON THE WEST SIDE OF THE ROAD. SET VAULTS ALONG THE WAY AND PULL FIBER CABLE THROUGHOUT
CONSTRUCTION MEETING REQUIRED. ALL RESTORATION PER CITY OF RENTON STANDARDS .
Contacts
Name Address PhoneTypeBilling
SCOTT CHRISTENSON
VERIZON BUSINESS
B: (425) 626-6046
C: (425) 471-1079
Applicant
Bill North
Verizon Wireless - Billing
PO Box 2449
Snohomish, WA 98291
B: (425) 876-2909ContactX
MaBhew Sapp
Verizon - MCI
Contact
General Condi!ons & 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 425.457.5816) 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
MFP17002672
Restoration per City of Renton StandardsPRE CONSTRUCTION MEETING REQUIRED
potholing city utilities are required prior to
bore.
project is a major
franchise permit and
will be billed at
$60.00 per hour
Justin Johnson
Holly Powers 9-11-2017
9-11-2017
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:
OFFICE COPY T-
CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
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:
HOLLY NORTH - MGC
TECHNICAL CONSULTING 5/24/17
MFP17002672
MONDAY THROUGH FRIDAY
9:00 AM - 3:00 PM Justin Johnson
9-11-2017
SKETCH
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-- NORTH --
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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).
Contractor will need to locate and pothole existing utilities at
crossing. existing utility depths shall be recorded and contractor
shall submit as-builts to the city after work is complete. Asbuilts
shall be emailed to franchisepermits@rentonwa.gov.
contractor shall coordinate with the city to set up an in office
pre-construction meeting.
due to the extent of the work this is classified as a major franchise
permit. in addition to the franchise permit application fee, the
applicant will be billed at $60 per hour for regular inspection and
$75 per hour for overtime inspection.
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057ADDRESS: 635 PARK AVE N, RENTON, WA 98057PROJECT NAME: VERIZON - WIRELESS - BOEING FIELDSITE LOCATIONSHEET INDEX1.COVER SHEET / SITE LOCATION2.LEGEND3.GENERAL NOTES4.-14.PLAN VIEWS A-K15. TYPICALS16. TYPICALS17. SITE PHOTOGRAPHSSCOPE OF WORK:FROM AN EXISTING VERIZON VAULT ON THE SECORNER OF N 3RD ST & HOUSER WAY N. TRENCHAND BORE (1) 2"Ø CONDUIT NW ON FACTORY PL N,WEST ON N 4TH ST, NORTH ON GARDEN AVE N, WESTON N 6TH ST, AND NORTH ON PARK AVE N TO AFUTURE PROPOSED MEET-ME VAULT ON THE WESTSIDE OF THE ROAD. SET VAULTS ALONG THE WAYAND PULL FIBER CABLE THROUGHOUT.Know what'sbelow.before you dig.CallRPLAN VIEW ANE 3RD
STCONFIDENTIAL/PROPRIETARYSHEET: OF 117CONTACTSJAKE CARPENTERMGC TECHNICAL CONSULTING, INC.8521 154TH AVE NEREDMOND, WA 98052C.425.305.1785JAKE@MGCTECHNICAL.COMVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMPLAN VIEW BPLAN VIEW DPLAN VIEW CPLAN VIEW EPLAN VIEW FPLAN VIEW GPLAN VIEW HPLAN VIEW IPLAN VIEW JPLAN VIEW KN 6TH STN 8TH STPARK AVE N
GARDEN AVE N
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FACTORY AVE N N 4TH STI - 405N 3RD STPELLY AVE N
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DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 217#F#F#F##LEGEND
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057GENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 317The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR1531 N 3RD STFACTORY PL NCONFIDENTIAL/PROPRIETARYSHEET: OF 417PLAN VIEW ACONSTRUCTION NOTES1EXISTING VERIZON VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH. COIL (1) FIBER CABLE THROUGH.CONTRACTOR TO VERIFY CORRECT EXISTING VAULT PRIORTO CONSTRUCTION.1MATCH TO SHEET3NE
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'91'204'6'3'6'5'80'43'2PROPOSED TRENCH (1) 2"∅ CONDUIT. PULL (1) FIBERCABLE THROUGH. REPAIR SURFACE PER LOCALJURISDICTION.3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.5PROPOSED (1) 444LA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.1234345342#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.VAULTS WITHIN SIDEWALKSSHALL HAVE NON SKID LIDS.VAULT LABELED "W-COM"6
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'9'RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDS7'11'7'11'5'8'7'7'11'11'7'11'7'DDDDDGREPAIR SIDEWALK PANEL PER CITY OFRENTON STANDARDS.G
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR1515 N MARION STFACTORY PL NCONFIDENTIAL/PROPRIETARYSHEET: OF 517PLAN VIEW B CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET6N
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T 320 FACTORY PL N345 FACTORY PL N236'137'MATCH TO SHEET42'3'5'80'42'3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.434RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSD11'7'40'40'DD
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR501 HOUSER WAY NCONFIDENTIAL/PROPRIETARYSHEET: OF 617PLAN VIEW C CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO
SHEET5MATCH TO SHEET7FACTORY PL NN 4TH STFACTORY AVE N358 MEADOW AVE N355 FACTORY AVE N501 HOUSER WAY N67'48'238'62'44'3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.6PROPOSED (1) 25TA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.436444'1'2'1'2'VAULTS WITHIN SIDEALKS SHALL HAVE NON SKID LIDS.REPLACE EXISTING ADA RAMP AND UPGRADE ANY AFFECTED VAULTS LIDS WITH NON SKID LIDS.REPLACE EXISTING ADA RAMP AND UPGRADE ANY AFFECTED VAULTS LIDS WITH NON SKID LIDS.RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSGREPAIR SIDEWALK PANEL PER CITY OFRENTON STANDARDS.DG11'7'6'17'12'6'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR356 GARDEN AVE NCONFIDENTIAL/PROPRIETARYSHEET: OF 717PLAN VIEW D CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 6 MATCH TO SHEET8N 4TH STGARDEN AVE NMEADOW AVE N501 HOUSER WAY N420PARKAVE N288'61'44'3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.4342'2'2'3'2'3'4'8PROPOSED (1) 233LA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.8VAULTS WITHIN SIDEALKS SHALL HAVE NON SKID LIDS.REPLACE EXISTING ADA RAMP AND UPGRADE ANY AFFECTED VAULTS LIDS WITH NON SKID LIDS.REPLACE EXISTING ADA RAMP AND UPGRADE ANY AFFECTED VAULTS LIDS WITH NON SKID LIDS.81'49'53'3344RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSGREPAIR SIDEWALK PANEL PER CITY OFRENTON STANDARDS.DGG52'6'15'13'18'6'6'12'G10'6'7'11'11'DGD7'40'270'13'6'25'REPLACE EXISTING ADA RAMP AND UPGRADE ANY AFFECTED VAULTS LIDS WITH NON SKID LIDS.
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR501 HOUSER WAY NCONFIDENTIAL/PROPRIETARYSHEET: OF 817PLAN VIEW E CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 7 MATCH TO SHEET9GARDEN AVE N420 PARK AVE N5'3'65'35'4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.46'6'372'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR525 GARDEN AVE NCONFIDENTIAL/PROPRIETARYSHEET: OF 917PLAN VIEW F CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 8 MATCH TO SHEET10GARDEN AVE NN 5TH ST 501 HOUSER WAY N420 PARK AVE N263'3'2'15'68'33'11'11'11'42'33PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBERCABLE THROUGH.42PROPOSED TRENCH (1) 2"∅ CONDUIT. PULL (1) FIBERCABLE THROUGH. REPAIR SURFACE PER LOCALJURISDICTION.RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDS5PROPOSED (1) 444LA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.5DDDDDD7'11'11'7'7'11'11'7'11'7'11'7'111'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1017PLAN VIEW G CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 9 MATCH TO SHEET11GARDEN AVE N501 HOUSER WAY N535 GARDEN AVE N167'2'4'3'68'34'206'3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.434RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDS11'7'7'11'11'7'7'11'DDDD
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR501 HOUSER WAY NCONFIDENTIAL/PROPRIETARYSHEET: OF 1117CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET10MATCH TO SHEET12GARDEN AVE N N 6TH ST535 GARDEN AVE NPARCEL #7223000115233'2'3'3'59'45'115'PLAN VIEW H 3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.4346'3'4'RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSD9'20'28'30'D
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR535 GARDEN AVE NCONFIDENTIAL/PROPRIETARYSHEET: OF 1217CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET13MATCH TO SHEET 11
PARK AVE N
N 6TH STPARCEL #7223000115541 PARK AVE NPARCEL #7223000115600 PARK AVE N169'119'6'4'2'68'56'PLAN VIEW I 3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.43437'41'6'
6'83226PROPOSED (1) 25TA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.2PROPOSED TRENCH (1) 2"∅ CONDUIT. PULL (1) FIBERCABLE THROUGH. REPAIR SURFACE PER LOCALJURISDICTION.4'VAULTS WITHIN SIDEALKS SHALL HAVE NON SKID LIDS.RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSGREPAIR SIDEWALK PANEL PER CITY OFRENTON STANDARDS.DDDG10'7'7'11'11'7'6'5'D11'7'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallR618 PARK AVE NCONFIDENTIAL/PROPRIETARYSHEET: OF 1317PLAN VIEW J CONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 12 MATCH TO SHEET14PARK AVE NPARCEL #0823059209635 PARK AVE N800 PARK AVE N367'5'4'5'73'57'3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.434RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSDD7'11'11'7'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 14 17PLAN VIEW KCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #17 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 13 PARK AVE N635 PARK AVE N800 PARK AVE N820 N 6TH ST241'17'2'7'85'56'12'12'2PROPOSED TRENCH (1) 2"∅ CONDUIT. PULL (1) FIBERCABLE THROUGH. REPAIR SURFACE PER LOCALJURISDICTION.3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.432545PROPOSED (1) 444LA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.VAULTS WITHIN SIDEALKS SHALL HAVE NON SKID LIDS.RESTORATION NOTESDREPAIR ASPHALT PER CITY OF RENTONSTANDARDSGREPAIR SIDEWALK PANEL PER CITY OFRENTON STANDARDS.DG6'11'11'7'
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1517COVER withADJUSTABLE FRAMENo. 25P ASSEMBLYBASENo. 25-BTPLAN VIEWSECTION AAEND VIEWAATYPICAL 25TA VAULT DETAILSCALE: NTS444LA VAULT DETAIL W/ROUND LIDSCALE: NTS233LA VAULT DETAILSCALE: NTSNo. 23-2436PVAULTNo. 233-BLCOVERMANHOLE COVER AND FRAMELOADING: BUILT TO AN H2O RATING UP TO 150 KIP
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 161724"12"6"6"3' MIN.PANEL WIDTH PER PLAN12"MIN.12"MIN.3" HMA (CL 12") (MATCHEX. IF GREATER)EX. ASPHALT SURFACE11" HMA (CL 12" OR 1)6" MIN. COMPACT MINERALAGGREGATE TYPE 2COMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGTYPICAL ASPHALT TRENCH DETAILSCALE: NTSTYPICAL TRENCH IN SOIL DETAILSCALE: NTSEXISTING GROUNDWARNING TAPEBACKFILL(8" LAYERS)6" MIN.12"36" MIN. DEPTH4"BACKFILL(COMPACTED @ 90%)HDPE DUCTCLEAN BACKFILLBACKFILL(COMPACTED EARTH @ 90%)TYPICAL CONCRETE TRENCH DETAILSCALE: NTS24"12"6"6"EX. CONCRETEREPLACE EX. CURBPER STD PLAN 410C6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGPANEL WIDTH PER PLAN12"MIN.12"MIN.ZONE OF INFLUENCE12" PCC CLASS 6.5 (CL 1-1/2")
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD.dwgNO.123----VERIZON ENGINEER:SCOTT CHRISTENSONMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRPHOTO #1: FACING SW ON SOUTH SIDE OF NE 3RD STPHOTO #2: FACING WEST ON SOUTH SIDE OF FACTORY PL NPHOTO #3: FACING EAST ON NORTH SIDE OF N 6TH STPHOTO #4: FACING SOUTH ON WEST SIDE OF PARK AVE NCONFIDENTIAL/PROPRIETARYSHEET: OF 1717CONSTRUCTION NOTES1EXISTING VERIZON VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH. COIL (1) FIBER CABLE THROUGH.CONTRACTOR TO VERIFY CORRECT EXISTING VAULT PRIORTO CONSTRUCTION.2PROPOSED TRENCH (1) 2"∅ CONDUIT. PULL (1) FIBERCABLE THROUGH. REPAIR SURFACE PER LOCALJURISDICTION.3PROPOSED 6'X8' BORE PIT. REPAIR SURFACE PER LOCALJURISDICTION.4PROPOSED BORE (1) 2"∅ CONDUIT. CONTRACTOR TOPOTHOLE UTILITIES PRIOR TO BORE. PULL (1) FIBER CABLETHROUGH.5PROPOSED (1) 444LA VAULT. CORE VAULT AND PLACECONDUITS FROM TRENCH. COIL (1) FIBER CABLETHROUGH.7PROPOSED (1) 17"X30" FUTURE MEET-ME VAULT. COREVAULT AND PLACE CONDUITS FROM TRENCH. COIL (1)FIBER CABLE THROUGH.4341244534
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 114SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG N 3RD ST (EAST BOUND LANE)SIGN LEGENDROADWORKAHEADN 3RD
STUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONWORKVEHICLE29'6'W21-5W20-1X W20-1W21-5XG20-2ENDROAD WORKHOUSER WAY N
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 214SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG N 3RD ST (EAST BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKWO
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HOUSER WAY NFACTORY PL N
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 314SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG FACTORY PL N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADLEFTLANECLOSEDAHEAD10'26'WORKVEHICLE 2' MINLXXXW4-2LW20-5LW20-1W20-1
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HOUSER WAY NFACTORY PL N18'G20-2G20-2
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 414SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG FACTORY PL N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADRIGHTLANECLOSEDAHEADFACTORY PL NN
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WORKVEHICLE2' MINWORK AREA 10'X10'XXXW4-2LW20-5LW20-1LSIDEWALK CLOSED AHEADCROSS HERER9-11aR9-9R9-11M4-9bR9-9W20-1W20-1G20-2G20-2
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 514SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG FACTORY PL N (NORTH BOUND LANE)SIGN LEGENDWORKVEHICLEUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADLEFTLANECLOSEDAHEADFACTORY PL NFACTORY AVE NN
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WORK AREA 10'X10'XXXW4-2LW20-5LW20-1LW20-1G20-2G2
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DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 614SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG FACTORY PL N (NORTH BOUND LANE)SIGN LEGENDWORKVEHICLEUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADLEFTLANECLOSEDAHEADFACTORY PL NFACTORY AVE NN
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WORK AREA 10'X10'SIGNAL TO BE SET TO FOUR WAYRED FLASHING MODE. TWOOFFICERS REQUIRED TOMONITOR / CONTROL TRAFFICWHEN WORKING ININTERSECTION.W20-1W20-5LW4-2LXXW20-7XXLLXXXW4-2LW20-5LW20-1W20-1W3-4XW20-7XG20-2
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G20-2BEPREPAREDTO STOPG20-2W
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3
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DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 714SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #7 - USE SET-UP WHERE APPLICABLE ALONG N 4TH ST (WEST BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADLEFTLANECLOSEDAHEADWORKVEHICLEW20-1W20-5LW4-2LXXN 4TH STGARDEN AVE N
W20-12' MING20-2G20-2R9-9M4-9BR9-9MEADOW AVE N
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 814SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #8 - USE SET-UP WHERE APPLICABLE ALONG GARDEN AVE N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADGARDEN AVE NWORKVEHICLEWORK AREA 10'X10'LLL11' MINW23-2W1-4LXXW20-1W20-5CXXCENTERLANECLOSEDAHEADW20-5CXW20-1XG20-2G20-22' MINR9-9R9-9N 5TH ST
R9-11M4-9bPLACE SIGNS ATGARDEN AVE N & N4TH STPLACE SIGNS ATGARDEN AVE N & N 6THSTR9-11M4-9b
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 914SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #9 - USE SET-UP WHERE APPLICABLE ALONG GARDEN AVE N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADGARDEN AVE NWORKVEHICLEWORK AREA 10'X10'LLL11' MIN2' MINW23-2W1-4LXXW20-1W20-5CXXCENTERLANECLOSEDAHEADW20-5CXW20-1XG20-2G20-2
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1014SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #10 - USE SET-UP WHERE APPLICABLE ALONG GARDEN AVE N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADCENTERLANECLOSEDAHEADGARDEN AVE NWORKVEHICLEWORK AREA 10'X10'LL11' MIN2' MINW23-2W1-4LXXW20-1W20-5CXXW20-1XG20-2G20-2
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1114SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #11 - USE SET-UP WHERE APPLICABLE ALONG GARDEN AVE N (NORTH BOUND LANE)SIGN LEGENDGARDEN AVE NUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADWORKVEHICLESIGNAL TO BE SET TO FOUR WAYRED FLASHING MODE. TWOOFFICERS REQUIRED TOMONITOR / CONTROL TRAFFICWHEN WORKING ININTERSECTION.WORK AREA 10'X10'W20-5RW3-4XXW20-7XXL2' MINW20-7W3-4W20-1XX
W20-1W3-4XXW20-7W20-7W3-4W20-1X X M4-9bR9-3XCW20-1XW4-2RRIGHTLANECLOSEDAHEADG20-2G20-2G20-2G20-2N 6TH ST
BEPREPAREDTO STOPM4-9bR9-3XCWORK AREA 10'X10'R9-9R9-9M4-9bR9-11PLACE SIGNS AT N 6TH ST & PARK AVE N
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1214SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #12 - USE SET-UP WHERE APPLICABLE ALONG PARK AVE N (SOUTH BOUND LANE)SIGN LEGENDN 6TH STUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONROADWORKAHEADWORKVEHICLESIGNAL TO BE SET TO FOUR WAYRED FLASHING MODE. TWOOFFICERS REQUIRED TOMONITOR / CONTROL TRAFFICWHEN WORKING ININTERSECTION.WORK AREA 10'X10'L2' MINM4-9bR9-3XCM4-9bR9-3XCLW3-4W4-2RXX
W20-7X X X
W20-5RW20-1W20-5RW4-2RW3-4XXW20-7XXW20-1XW20-7W3-4W20-1X X W20-1W3-4XXW20-7G20-2G20-2G20-2G20-2ENDROAD WORKRIGHTLANECLOSEDAHEADBEPREPAREDTO STOPPARK AVE N
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1314SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #13 - USE SET-UP WHERE APPLICABLE ALONG PARK AVE N (WEST BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADRIGHTLANECLOSEDAHEADWORK AREA 10'X10'WORKVEHICLEPHONE 206-684-5444NAME OF FIRM XXX-XXX-XXXXW20-1W20-5RW4-2RXXXPARK AVE NLR7-T39R7-T392' MING20-2
DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:VERIZON - WIRELESS - BOEING FIELD - TCPS.dwgNO.123----VERIZON ENGINEER:JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057JOHN BEVERIDGEMGC TECHNICAL CONSULTING INC.BOEING FIELD635 PARK AVE NRENTON WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1414SPEED (MPH)25303540455055BUFFER DATA6065LENGTH (FEET)70LONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE155200250305360425-A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.---1TYPICAL PROTECTIVEVEHICLE TYPE WITHTMA4 YARD DUMP TRUCK,SERVICE TRUCK,FLAT BED, ETC.MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITH MANUFACTURERRECOMMENDATION)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)STATIONARYOPERATION(FEET)30 MIN.100 MAX.253035404550551060111051251502052704505001652252954955501802453205406001156570MINIMUM TAPER LENGTH = L (feet)Posted Speed (mph)-----12550605660660720780840Lane Width(feet)35 / 40 MPH25 / 30 MPH350' +/-200' +/- (2)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALSSIGN SPACING = X (FEET)45 / 55 MPH500' +/-RURAL ROADS60 / 65 MPH800' +/-RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' +/- (2)URBAN STREETS1500' 3564 (OR ASPER MUTCD(1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.50 / 7035 / 4525 / 30206080404030TAPERMPHTANGENTCHANNELIZING DEVICE SPACING (FEET)NOTES1.PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.2.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTION.3.RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.4.DEVICES SHOULD NOT ENCROACH INTO ADJACENT LANES.5.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' 3564(RECOMMENDED).6.TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ONHIGH SPEED ROADWAY.7.WHEN USED, DEVICE SPACING FOR THE DOWNSTREAM TAPERSHOULD BE 20' O.C.8.SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORKZONE.9.ADVANCE WARNING SIGNS ARE TO BE PLACED ON ALLAPPROACHES WHEN AN INTERSECTION IS WITHIN THE TRAFFICCONTROL ZONE. SEE TABLES FOR SIGN SPACING DISTANCES.SCOPE OF WORKUSE WORK ZONE TO BORE AND TRENCH CONDUITS, PLACE HANDHOLESAND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYKnow what'sbelow.before you dig.CallRLANE CLOSURE (FOR MULTI-LANE ROADWAY)LEGENDFLAGGER FOR GENERAL TRAFFIC CONTROLSIGN LOCATION AND SIGN NUMBERW12-1 OR SEQUENTIAL ARROW PANELCHANNELIZING DEVICESPROTECTIVE VEHICLE (RECOMMENDED)W20-1TRAFFIC CONTROL PLAN #14 - USE SET-UP WHERE APPLICABLE ALONG PARK AVE N (NORTH BOUND LANE)SIGN LEGENDUNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONENDROAD WORKROADWORKAHEADRIGHTLANECLOSEDAHEADPARK AVE NWORKVEHICLESIDEWALK CLOSED AHEADCROSS HERER9-11aPLACE SIGN ATINTERSECTION OF N8TH ST & PARK AVE NPLACE SIGN ATINTERSECTION OF N6TH ST & PARK AVE NR9-11a10'23'R9-9R9-9LW20-1W20-5RW4-2RXXX2' MING20-2