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Home My WebLink AboutMFP19001993.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP19001993 IVR Number: 19001993 Permit Informaon Permit Name:Verizon - MCI Address/Locaon :04/12/2019Application Date:6843000350Parcel Number:2508 SE 16TH ST Permit Type:04/24/2019Issue Date:Franchise Permit Work Class:04/23/2020Expiration Date:Major Utility Job Number:1703MOCF.002Franchise Type:Telephone Description:Temporary use of 116th Ave SE ROW for the purpose of attaching to 34 PSE poles, install 7333LF of Aerial strand, 6 anchors and pull fiber optic cable. Restoration per City of Renton standards. APPROVED WITH COMMENTS OR REDLINES CONDITIONS OF OVERHEAD APPROVAL: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’ 6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new temporary aerial fiber lines within the Project Reach must be converted to underground facilities within one year from the date of this temporary exemption decision, April 23, 2020, at MCI’s cost. Contacts Name Address PhoneTypeBilling HOLLY NORTH MGC TECHNICAL CONSTULTING, INC 8521 154th Ave NE REDMOND, WA 98052 B: (206) 618-0651Applicant Matthew Sapp Verizon - MCI Contact MASTEC NETWORK SOLUTIONS 210 Interstate North Pkwy, Suite 300 Atlanta, GA 30339 Contractor Business License Number: 38949Construction Contractor: MASTENS876KN TAM CHUN WA+SILIN KUANG 2508 16TH ST RENTON , WA 98058 Owner Louise Popelka Verizon MCI Buisness - Billing 3245 158th Ave SE Bellevue, WA 98008 B: (425) 240-0238Specialized Billing X General Condions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. This permit and plans must be posted at the job site at all times. I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Call 425.430.7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date MCImetro ACCESS TRANSMISSION SERVICES CORP. 1703MOCF.002_ROWI_REN_1192 ARNALDO BLANCO (787) 349-2690 ablanco@fg-inc.net ROW STARTING AT 2508 SE 16TH ST (ROYAL HILL) ROWI RENTON TEMPORARY USE OF 116TH AVE SE RIGHT-OF-WAY FOR THE PURPOSE OF ATTACHING TO 34 PSE POLES, INSTALL 7333 LF OF AERIAL STRAND, (6) ANCHORS AND PULL FIBER OPTIC CABLE. 7333 MASTEC NORTH AMERICA INC.(253) 722-9466 MASTENA991KJ 04/12/2019 4 MFP19001993 Justin Johnson 4/24/2019 Scott Warlick 4/24/2019 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: 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: 1703MOCF.002_ROWI_REN_1192 MASTEC NORTH AMERICA INC. JERRY BINAM 151 STEWART RD SW, BLDG A, PACIFIC, WA, 98047 253-722-9466 JERRY.BINAM@MASTEC.COM ROW OF 116TH AVE SE N OF SE PETROVITSKY RD 9:00AM - 3:00PM MONDAY-FRIDAY Reset FormPrint Form 04/12/19ARNALDO BLANCO MFP19001993 Justin Johnson 4/24/2019 SKETCH I -- NORTH -- I 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). MCImetroACCESS TRANSMISSION SERVICES CORPOUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICES(ROYAL HILL) ROWI RENTONRENTON, WASHINGTONPOLE ATTACHMENTMAKE READY ENGINEERINGMCI PERMIT NUMBER: 1703MOCF.002_ROWI_REN_1192SITE CODE: 1703MOCF.002CAPITAL PROJECT #: 072443-001PROJECT STATUS: PERMITTINGSTATUS DATE: 03/29/2019MFP19001993 03/29/2019 A-01 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A SHEET INDEX GENERAL PROJECT INFORMATION (A-SERIES) COVER SHEET SHEET INDEX CONTACT INFORMATION (B-SERIES) CONTACT INFORMATION SHEET CONSTRUCTION PLANS (C-SERIES) KEY MAP SHEET SITE PLAN SHEET(S) ADDITIONAL INFORMATION (D,E-SERIES) GENERAL AERIAL CONSTRUCTION DETAILS TRAFFIC CONTROL PLAN DETAILS A-00 A-01 B-01 C-00 C-01 - C-09 D-01 E-01 - E-15 MFP19001993 03/29/2019 B-01 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A CONTACT INFORMATION ONE CALL SYSTEM (UTILITY LOCATES) MCI METRO INC. UTILITIES MCI UTILITY LOCATE RAILROADS FEDERAL GOVERNMENT COUNTY GOVERNMENT STATE GOVERNMENT 1-800-624-9675 CITY GOVERNMENT OUTSIDE PLANT ENGINEERING: OUTSIDE PLANT CONSTRUCTION: RIGHT-OF-WAY: CONTRACTS: OTHERS: ENGINEERING CONTRACTOR: CONSTRUCTION CONTRACTOR: SENIOR PROJECT ENGINEER: LOUISE POPELKA PROJECT SUPERVISOR: FIELD CONSTRUCTION SUPERINTENDENT: MANAGER: AGENT: MANAGER: NAME OF FIRM: MASTEC PROJECT MANAGER: ERIKA YOUNG PROJECT SUPERVISOR: CASEY CHRISTLIEB NAME OF FIRM: FORESITE GROUP PROJECT MANAGER: LUKE RICKEL PROJECT ENGINEER: ARNALDO BLANCO (210)722-6429 (787)349-2960 (267)969-0345 (509)823-0965 (425)240-0238 AT&T LONG DISTANCE: DANIEL MCGEOUGH AT&T METRO: CLIFF ROBERTS (425)896-9830 (425)896-9851 AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKE AT&T MOBILITY/CINGULAR: BILL LACOUNT (253)680-2403 (360)395-5425 CENTURY LINK: IVAN ESMERAL COMCAST: JILL LOOK (425)427-9903 (206)396-6032 COAL CREEK UTILITY DISTRICT: PATRICK MARTIN ELI/INTEGRA: ERIC LAYTON (206)255-1961 (425)970-7763 FRONTIER COMMUNICATIONS NW: JAY SCHWAB (425)263-4019 LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELL ONEFIBER COMMUNICATIONS: BILL BODIN (720)387-3342 (916)765-2074 OLYMPIC PIPELINE CO.: TIMOTHY FEHR PUDGET SOUND ENERGY: ANDY SWAYNE (425)427-9903 (425)462-3852 PUDGET SOUND ENERGY EMERGENCY DISPATCH PSE/INFRASOURCE: AURELIE JOHANNSON (888)225-5773 (425)466-4771 PSE/POTELCO: BOB CARLSEN SEATTLE PUBLIC UTILITIES: RICHARD COX (425)864-0496 (206)900-4434 T-MOBILE USA: NOTICE ADDRESS VERIZON WIRELESS NW: LELAH VAGA 1-877-373-0093 (425)603-8275 XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPES ZAYO FIBER SOLUTIONS: JOSEPH MORTON (206)315-5014 (253)255-1917 PROJECT MANAGER: CIARA MCDONNELL-RAY (425)606-7704 CITY OF RACOMA Permitting Office (432)430-7200 1-800-424-5555 PROJECT ENGINEER: BRAD LANDIS (425)229-3123 MFP19001993 C-09 C-08 C-07 C-06 C-05 C-04 C-03 C-02 C-01 03/29/2019 C-00 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A MFP19001993 212 ft.191 ft.171 ft.1 6 2 f t . 1 5 1 f t . POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-01 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-01 C-02 MFP19001993 143 ft.141 ft.142 ft.110 ft.70 ft.147 ft.175 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-02 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-01 C-02 C-03 MFP19001993 136 ft.144 ft.204 ft.154 ft.144 ft.145 ft.143 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-03 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-02 C-03 C-04 MFP19001993 117 ft.168 ft.179 ft.92 ft.121 ft.157 ft.59 ft.136 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-04 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-03 C-04 C-05 MFP19001993 165 ft.153 ft.259 ft.195 ft.117 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-05 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-04 C-05 C-06 MFP19001993 97 ft.87 ft.235 ft.165 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-06 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-05 C-06 C-07 MFP19001993 202 ft.208 ft.224 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-07 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-06 C-07 C-08 MFP19001993 152 ft.152 ft.221 ft.142 ft.115 ft.199 ft.C-07 C-08 C-09 MFP19001993 281 ft.66 ft.231 ft.148 ft.152 ft.POLE PROPOSED IN SEPARATE PACKAGE POLE FOR EVALUATION SEPARATE PACKAGE STRAND PROPOSED IN SEPARATE PACKAGE ANCHOR PROPOSED IN PROPOSED ANCHOR PARCELS LEGEND: PROPOSED STRAND EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) 03/29/2019 C-09 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: NORTH RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 1" = 100' C-08 C-09 MFP19001993 MCI CONSTRUCTION DETAILS/TYPICALS GENERAL AERIAL CONSTRUCTION DETAILS BUT NO LESS LASHING WIRE GRIP AND CLAMP TYPICAL DETAIL "H" FROM POLE - 5 FEET OR MORE SUSPENSION STRAND - PULL AWAY TYPICAL DETAIL "E" OR HANDHOLE LOCATION POLE ARRANGEMENT FOR REPEATER TYPICAL DETAIL "B" 18'' PREFERABLY 6'' MIN. SHOULDER BOLT CURVED WASHER AND STUD SHOULDER. AND BETWEEN THE SECOND WASHER STRAND AND PLACE IT BELOW THE STUD FORM THE LASHING WIRE AROUND THE AROUND STRAND FORMING LASHING WIRE JOINING 045 LASHING WIRE TYPICAL DETAIL "G" .625'' FORMING WIRE OVER WIRE OFF .75'' BEYOND THE END OF THE CUT THE FREE END OF THE LASHING THE STUD AND TIGHTEN THE NUT. SHARPLY. THEN FORM THE WIRE OVER WIRE AND TAPPING THE STRAND WIRE BY MAINTAINING A PULL ON THE REMOVE ANY SLACK IN THE LASHING CLAMP. STUD OF CLAMP CABLE SUSPENSION CLAMP GUY SPACER NUT WIRE GRIP C LASHING SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. LASHING WIRE NOTE: THREADED STUD GROOVED PLATES CLAMPING NUT CABLE SUSPENSION X 2'' ROUND.8125'' CORNER SUSPENSION CLAMP WASHER CABLE SUSPENSIONBOLT CURVED WASHER POLE TOP GROUND LEVEL POLE TOP VIEW CURVED WASHER CONDUIT ADAPTER. BELOW SURFACE TO 2. FOR CONDUIT PL. U-GUARD BELOW GROUND LEVEL 1. EXTEND U-GUARD MIN. 6'' POLE ARRANGEMENT FOR POLE - LESS THAN 5 FEET SUSPENSION STRAND - PULL TOWARD TYPICAL DETAIL "D" TYPICAL DETAIL "A" 2'' GALV. STEEL 2 GUY HOOK CABLE SUSPENSION BOLT 8'' CONDUIT U-GUARD NOTES: AERIAL TO BURIED 24'' 2'' GUY BLACK IN COLOR FIBER OPTIC CABLE CAUTION TAG CABLE SUPPORT AND .50'' SPACER STAINLESS STEEL LASHER (36'' RADIUS) OR REPEATER CONDUIT TO HH CABLE CABLE CLAMP U-GUARD GROUND LEVEL 4'' PVC BENDMIN. 42'' X X 24''X WIRE CLAMP CABLE LASHING 2'' X X E/W 10" SCREW ANCHOR .75" X 8' DEAD END ANCHOR & DOWN GUY TYPICAL DETAIL "I" 1ST LASHING WIRE 2ND LASHING WIRE TERMINATING NUT 2ND WASHER 1ST WASHER EX. GRADE 10' TO CABLE REEL GUY SPACER NUT 2 GUY HOOK THAN 10'' CABLE GUY SNAP PULLING LINE CABLE GUY BLACK IN COLOR FIBER OPTIC CABLE CAUTION TAG INSTALLATION TYPICAL CABLE & HARDWARE CABLE LASHER AND CABLE GUIDE TYPICAL ARRANGEMENT OF TYPICAL DETAIL "F" TYPICAL DETAIL "C" MILE AT STRAND TO SHEATH CABLE LASHER #6 INSULATED COPPER WIRE POLE TOP VIEW REPEATER OR SPLICE H.H. ON POLE NEAREST CONDUIT ON QUARTER THE CABLE DIA.) (X=MIN. OF 20 TIMES POLE CABLE GUIDE 4''APPROX. .50'' SPACER CABLE SUPPORT AND STAINLESS STEEL LASHER GROUND ROD AND 10'X.75'' COPPER CLAD BOND LOCATION GROUND EVERY .25 2''GROUND WIRE CLAMP 10'' 12'' 10'' 12'' GROUND LEVEL POLE WIRE CLAMP CABLE LASHING 03/29/2019 D-01 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A MFP19001993 03/29/2019 E-01 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-02 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 the existing shoulder is not wide enough for a shoulder closure. please update to a lane closure. 03/29/2019 E-03 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-04 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-05 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-06 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-07 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-08 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-09 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-10 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-11 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-12 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-13 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-14 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 03/29/2019 E-15 PROJECT LOCATION: PERMITTING ENTITY: PROJECT ID NUMBER:OUTSIDE PLANT CONSTRUCTIONSHEET: VERTICAL: HORIZONTAL: DRAWN BY: ENGINEER: DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE REVISIONS PROJECT: RENTON N/A F. Colon S. Dickson DATE DESCRIPTION INITIALROYAL HILLAERIAL INSTALLATION11500 PUGET DR RENTON, WA 1703MOCF.002_ROWI_REN_1192 N/A RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' +/- (2) 200' +/- (2) 35 / 40 MPH 25 / 30 MPH 350' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 CHANNELIZATION DEVICESPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R GENERAL NOTES: 1.EACH SHEET REPRESENTS A COMPLETE WORK EFFORT. PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE CONTINUATION ON SHEET 2.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK ACTIVITY 3.SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK ACTIVITY 4.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE 5.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED 6.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 5 MINUTES 7.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE WORK ZONE 8.WORK AREA TO INCLUDE STAGING AREA SHOULDER WORK ALONG 116TH AVE SE TRAFFIC CONTROL PLAN SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET MFP19001993 MFP19001993 April 5, 2019 City of Renton Attn: Utility Systems Permit Center 1055 South Grady Way Renton, WA 98057 Reference: 1703MOCF.002_ROWI_REN_1192 116th Ave SE, Renton, WA Northbound from the intersection of 176th to the intersection of Puget Dr SE (approximately 1.39 miles) Dear Sir or Madam, On behalf of MCImetro Access Transmission Services Corp, Foresite Group is requesting a variance related to the Renton Municipal Code, specifically to the Title IV Development Regulation, Chapter 6 (Street and Utility Standards), 4-6-090 (Utility Lines – Underground Installation), D. Exemptions, h. (Extensions, duplications, relocations or rebuilds to existing overhead electrical and communication facilities under the following conditions), ii (When there are existing overhead electrical or communication facilities that will not be removed (such as high tension wires), and the electrical and communication facilities to be removed by undergrounding are parallel to facilities that will not be removed).1 Exemption to this code is not only of benefit to MCImetro Transmission, but more importantly to the City of Renton and its residents. Given that the permitting submitted in this package proposes a route of construction through a primarily residential area of the City of Renton, MasTec is requesting approval of aerial construction to not only permit the shortest route of construction, but also one that results in the lowest impact to the residents of Renton. By constructing an aerial route, MasTec will be able to minimize the duration of construction, the traffic flow impact and the hardscape impact. While it is understood that the City of Renton would prefer underground construction, precedence for aerial attachment of other communication services throughout Renton. MasTec has observed other communications carriers attached to PSE poles in Renton. While it is anticipated that some light to normal make ready would be needed for the proposed path of construction, it is anticipated that the impact to the community would be less than if underground construction were required. For reference, we have included snips of the proposed construction path and Google Earth street view images of the path. If questions or concerns are had, please contact me at (787) 319-3712, fcolon@fg-inc.net. Sincerely, Francisco D. Colon, PE Project Manager Foresite Group Inc. Phone: (787) 319-3712 Fax: (770) 368-1944 1 http://www.codepublishing.com/WA/Renton/html/Renton04/Renton0406/Renton0406090.html MFP19001993 April 24, 2019 Arnaldo Blanco MCImetro ACCESS TRANSMISSION SERVICES CORP. 3000 East Cesar Chavez, Suite 400 Austin, TX 78702 Via Email: ablanco@fg-inc.net SUBJECT: Request for Undergrounding Exemption (MCI 1703MOCF.002_ROWI_REN_1192, MFP19001993, 116th Avenue SE) Dear Mr. Blanco: The City of Renton has reviewed your request to grant MCImetro Access Transmission Services Corp. (MCI) an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. MCI proposes to temporarily locate approximately 7,335 lineal feet (Project Reach) of new overhead fiber on existing Puget Sound Energy poles. The work will begin on an existing pole on the north side of Puget Drive SE 200 lineal feet west of 116th Avenue SE, extend southeast to the east side of 116th Avenue SE just south of the intersection of Puget Drive SE and 116th Avenue SE intersection, then south to SE 160th Street along the east side of 116th Avenue SE where it crosses to the west side of 116th Avenue SE, and extend south to an existing pole located approximately 250 lineal feet north of SE 168th Street where it will end. ANALYSIS: The City has considered the request for a temporary exemption from RMC 4-6-090(C). The proposal would utilize existing poles and attach to the existing aerial path. Ordinance 5845 grants MCImetro Access Transmission Services Corp., the right to construct, remove, replace, repair, and/or restore any Facility, and may include, but are not limited to, digging and/or excavating to construct, remove, replace, repair, and restore pipeline(s) and/or Facilities with the Franchise area. In accordance with Resolution 4357, the City is requiring a joint use trench along 116th Avenue SE for all new communication and electrical lines. MCI has been in discussions with the City of Renton to coordinate the placement of the joint trench. City staff are in support of a temporary exemption with conditions in accordance with RMC 4-6-090(D)(1)(i)(i), exemption due to technological difficulties, so as not to adversely impact MCI due to the complexity of this joint trench coordination that may cause delay in the franchisee provided service. MCI# 1703MOCF.006_ROWI_REN_1188 Page 2 of 2 April 24, 2019 DECISION: The requested temporary exemption from underground utility installation requirements RMC4-6-090 (C) in accordance with RMC 4-6-090(D)(1)(i)(i), exemption due to technological difficulties, as requested by the applicant is approved with conditions subject to the conditions below. Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new temporary aerial fiber lines within the Project Reach must be converted to underground facilities within one year from the date of this temporary exemption decision, April 23, 2020, at MCI’s cost. This decision to approve the temporary exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, May 8, 2019. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Gregg Zimmerman, PW Administrator Jennifer Henning, Planning Director Justin Johnson, Civil Engineer III Scott Warlick, Engineering Specialist II Holly Powers, Permit Technician Pat Miller, Construction Inspection Supervisor Franchise Permits