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Home My WebLink AboutMFP19003719.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP19003719 IVR Number: 19003719 Permit Informaon Permit Name:Verizon - MCI Address/Locaon :06/28/2019Application Date:1723059134Parcel Number:830 N RIVERSIDE DR Permit Type:07/24/2019Issue Date:Franchise Permit Work Class:07/23/2020Expiration Date:Minor Utility Job Number:1703MNTH.004Franchise Type:Telephone Description:Verizon to install 191LF of 2" HDPE conduit, 3 vaults and pull fiber cable in the ROW of NE 3rd St. Proof 3005LF of existing telecom conduit, access 15 existing manholes and pull fiber cable in the ROW of Wells Ave N, Pelly Ave N, Park Ave N, Garden Ave N, Meadow Ave N, and Factory Ave N . Pothole all existing utilities. Restoration per City of Renton standards. APPROVED WITH COMMENTS OR REDLINES 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 Robert Apple Mastec Network Solutions Inc 22263 68th Ave S Kent, WA 98032 B: (253) 246-4400 C: (206) 683-0179 Contractor Business License Number: 38949Construction Contractor: MASTENA991KJ TIEU ANN N-+TTEE 1830 RIVERSIDE DR RENTON , WA 98055 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. 1703MNTH.004_ROWE_REN_1652 AARON LEDVINA 206.715.6372 ALEDVINA@FG-INC.NET RIGHT-OF-WAY AT NE 48TH ST 1807BDIN.5_ROW_EVT_0556 INSTALL 191 LF OF 2 IN HDPE CONDUIT, (3) VAULT AND PULL FIBER CABLE IN THE RIGHT-OF-WAY OF NE 3RD ST. INSTALLATION VIA (176 LF) OF BORE AND (15 LF) OF TRENCHING IN SOFT SOIL. AND PROOF 3005 LF OF EXISTING TELECOM CONDUIT, ACCESS (15) EXISTING MANHOLES & PULL FIBER CABLE IN THE RIGHT-OF-WAY OF WELLS AVE N, PELLY AVE N, PARK AVE N, GARDEN AVE N, MEADOW AVE N, FACTORY AVE N. 3196 MASTEC, INC.253.722.9466 MASTENA991KJ 6/28/19 MFP19003719 Scott Warlick 7/9/2019 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 830 N Riverside Dr Holly Powers 7/24/2019 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: 1703MNTH.004_ROWE_REN_1652 MASTEC NORTH AMERICA, INC JERRY BINAM 151 STEWART RD SW, BLDG A, PACIFIC, WA 98047 253.722.9466 JERRY.BINAM@MASTEC.COM 1005-1523 N 3rd S, 105-251 Wells Ave N 9:00AM - 3:00PM MONDAY - FRIDAY Reset FormPrint Form MFP19003719 Scott Warlick 7/9/2019 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). TRAFFIC CONTROL PLANCITY OF RENTON PROJECT LOCATION PROJECT TITLE: PERMIT NUMBER: SITE CODE: (CENTRAL RENTON) COND PROOF PHASE III 1703MNTH.004_ROWE_REN_1652 1703MNTH.004 CONTACT PERSON: Tercom Construction Engineering Manager Chris Bettencourt 9712 Waller Rd E Tacoma, WA 98446 (Cell) 253.254.1004 (Fax) 253.538.0506 (Email) chrisb@tercomconstruction.com Foresite Group Permitting Manager Arnaldo Blanco, PE 3000 East Cesar Chavez, Suite 400 Austin, TX 78702 (Office) 770.368.1399 (Fax) 770.368.1944 (Cell) 787.349.2960 (Email) ablanco@fg-inc.net SHEET INDEX: 1 - COVER SHEET AND PROJECT LOCATION 2-13 - TRAFFIC CONTROL PLANS SHEET: 1 OF 13 MFP19003719 SHEET: 2 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L LEFT LANE CLOSED AHEAD W20-5L W4-2LW4-2LW4-2L ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L LEFT LANE CLOSED AHEAD W20-5L MFP19003719 SHEET: 3 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 129 WELLS AVENUE NORTH WORK AREAXXXXROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD 125 WELLS AVENUE NORTH WELLS AVE N WELLS AVE NShoulderShoulder ShoulderShoulder MFP19003719 SHEET: 4 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 129 WELLS AVENUE NORTH WORK AREA XXXXROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD 125 WELLS AVENUE NORTH WELLS AVE N WELLS AVE N 221 WELLS AVENUE NORTH ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD 227 WELLS AVENUE NORTH 231 WELLS AVENUE NORTH 231 WELLS AVENUE NORTH ShoulderShoulder ShoulderShoulder MFP19003719 SHEET: 5 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 129 WELLS AVENUE NORTH WORK AREA XXXXROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD 125 WELLS AVENUE NORTH WELLS AVE N WELLS AVE N 221 WELLS AVENUE NORTH ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD 227 WELLS AVENUE NORTH 231 WELLS AVENUE NORTH 231 WELLS AVENUE NORTH ShoulderShoulder ShoulderShoulder MFP19003719 SHEET: 6 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN XXLBXXLBROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R N 3RD STREET WELLS AVE NWELLS AVE N302 WELLS AVENUE NORTH RESIDENTIAL ROADRESIDENTIAL ROADMFP19003719 SHEET: 7 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN WORK AREA XXXXROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RRIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R N 3RD STREET WELLS AVE NWELLS AVE N302 WELLS AVENUE NORTH RESIDENTIAL ROADRESIDENTIAL ROAD246 WELLS AVENUE NORTH RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R ShoulderShoulderShoulderShoulderShoulderShoulderShoulderShoulderMFP19003719 SHEET: 8 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 301 PARK AVENUE NORTH 303 PARK AVENUE NORTH WORK AREA XXL BXXXLBX ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R 250 PARK AVENUE NORTH N 3RD STREET N 3RD STREET PARK AVE NPARK AVE NMFP19003719 SHEET: 9 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 301 PARK AVENUE NORTH 303 PARK AVENUE NORTH WORK AREAXXLBXXXLBX ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R 250 PARK AVENUE NORTH XXLBXXLBROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RRIGHT LANE CLOSED AHEAD W20-5RXXXXROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RRIGHT LANE CLOSED AHEAD W20-5R N 3RD STREETN 3RD STREET PARK AVE NPARK AVE NMFP19003719 Extend cones to this point. SHEET: 10 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 301 PARK AVENUE NORTH 303 PARK AVENUE NORTH 250 PARK AVENUE NORTH 247 GARDEN AVENUE NORTH 249 GARDEN AVENUE NORTH WORK AREA XXXXXXROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R N 3RD STREET GARDEN AVE NGARDEN AVE NMFP19003719 SHEET: 11 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 251 MEADOW AVE N N 3RD STREET MEADOW AVE NMEADOW AVE N1421 N 3RD STREET WORK AREAXXXXROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R ShoulderShoulderShoulderShoulderShoulderShoulderShoulderShoulderMFP19003719 SHEET: 12 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 251 MEADOW AVE N N 3RD STREET MEADOW AVE NMEADOW AVE N1421 N 3RD STREET WORK AREAXXXXROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 SHOULDER CLOSED AHEAD SHOULDER CLOSED AHEAD N 3RD STREET ShoulderShoulderShoulderShoulderShoulderShoulderShoulderShoulderMFP19003719 SHEET: 13 OF 13 TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50 / 70 MPH 60 / 65 MPH 45 / 55 MPH 35 / 40 MPH 25 / 30 MPH 25 MPH OR LESS 1500' +/- (OR AS PER MUTCO) 800' +/- 500' +/- 350' +/- 200' +/- 100' +/- RURAL HIGHWAYS RURAL ROADS RUAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RUAL ROADS & URBAN ARTERIALS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS, AND DRIVEWAYS (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 MINIMUM TAPER LENGTH IN FEET LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 KING COUNTY METRO: ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT 206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 6. WORK AREA TO INCLUDE STAGING AREA. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND REFERNCE PLAN SET CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 TRAFFIC CONTROL PLAN 1513 NORTH 3RD STREET WORK AREAXXLBXXXLBX ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-2RW4-2R N 3RD STREET N 3RD STREET MFP19003719 PROJECT STATUS: PERMITTINGSTATUS DATE: 06/26/2019OUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICESCAPITAL PROJECT #: 072443-001(CENTRAL RENTON) COND PROOF PHASE IIIMCI PERMIT NUMBER: 1703MNTH.004_ROWE_REN_1652UNDERGROUND CONDUIT INSTALLATIONSITE CODE: 1703MNTH.004RENTON, WARIGHT-OF-WAY CONSTRUCTION PERMITMFP19003719 SHEET INDEXPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-01OUTSIDE PLANT CONSTRUCTION N/AN/AABSS(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAGENERAL PROJECT INFORMATION (A-SERIES)COVER SHEETSHEET INDEXPROJECT OVERVIEWSYMBOL KEYCONTACT INFORMATION (B-SERIES)CONTACT INFORMATION SHEETCONSTRUCTION PLANS (C-SERIES)KEY MAP SHEETSITE PLAN SHEETSSTANDARD NOTES & DETAILS (D-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSSPECIFIC NOTES & DETAILS (E-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSADDITIONAL INFORMATION (F-SERIES)NOT USEDA-00A-01A-02A-03B-01C-00C-01 - C-09D-01 - D-02D-03 - D-10E-01E-02 - E-04N/AMFP19003719 PROJECT OVERVIEWPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-02OUTSIDE PLANT CONSTRUCTION N/AN/AABSS(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAPROJECT SCOPEADDRESS RANGE TABLEPRIMARY STREETADDRESSESCROSS STREET(S)PROJECT QUANTITIESINSTALLQNTY2"D CONDUIT (DIRECT. BORE)2"D CONDUIT (MISSILE BORE)30"X48"X24" VAULT(S)176 LF0 LF036"X60"X36" VAULT(S)024"X36"X24" VAULT(S)32"D CONDUIT (TRENCH)15 LF17"X30"X24" VAULT(S)048"X48"X48" MANHOLE(S)0WELLS AVE NN 3RD ST105 - 2511005 - 1523N 1ST ST, N 2ND STWELLS AVE N, PELLY AVE N, PARK AVE N, GARDEN AVE N, MEADOW AVE N, FACTORY AVE NMFP19003719 PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-03OUTSIDE PLANT CONSTRUCTION N/AN/AABSS(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WASYMBOL KEYMCI PROPOSED CONSTRUCTIONDIRECTIONAL BORE/MISSILE BOREOPEN TRENCH17"X30"X24" VAULT24"X36"X24" VAULT30"X48"X24" VAULT36"X60"X36" VAULTBORE PITMCI EXISTING/FUTURE CONSTRUCTIONEXISTING MCI METRO CONDUITEXISTING MCI METRO VAULTVFUTURE MCI METRO CONDUITOTHER UTILITIESWWWATER LINEFIRE HYDRANTSDSTORMWATER LINESTORMWATER ACCESSSSSSWASTEWATER LINEWWWASTEWATER MANHOLEWATER VALVEOVERHEAD POWER LINEUNDERGROUND POWER LINETFPOWER TRANSFORMEREPOWER MANHOLEJPOWER JUNCTION BOXEPOWER CABINETEVPOWER VAULTPOLESTREET LIGHTTRAFFIC LIGHTWATER METERGAS LINEGAS METERTELECOM MANHOLETELECOM CABINETTELECOM VAULTUNKNOWN MANHOLEGAS VALVEUNKNOWN VAULTTELECOM LINEGMTTCTMHUVMH48"X48"X48" MANHOLEWVSTORMWATER CATCH BASINCBOTHER UTILITIESSIDEWALKEDGE OF PAVEMENTBACK OF CURBRIGHT OF WAYPLANIMETRICSE.O.P.STREET CENTERLINETREEB.O.C.R.O.W.C.L.UG/CUG/CDSMLFUTURE 17"X30"X24" VAULTFUTURE 24"X36"X24" VAULTFUTURE 30"X48"X24" VAULTFUTURE 36"X60"X36" VAULTDSMLSPLICE ENCLOSUREMFP19003719 PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024B-01OUTSIDE PLANT CONSTRUCTION N/AN/AABSS(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WACONTACT INFORMATIONONE CALL SYSTEM (UTILITY LOCATES)MCI METRO INC.UTILITIESMCI UTILITY LOCATE RAILROADS1-800-624-9675CITY GOVERNMENT(S)OUTSIDE PLANT ENGINEERING:OUTSIDE PLANT CONSTRUCTION:RIGHT-OF-WAY:CONTRACTS:OTHERS:ENGINEERING CONTRACTOR:CONSTRUCTION CONTRACTOR:SENIOR PROJECT ENGINEER:LOUISE POPELKAPROJECT SUPERVISOR:FIELD CONSTRUCTION SUPERINTENDENT:MANAGER:AGENT:MANAGER:NAME OF FIRM:MASTECPROJECT MANAGER:ERIKA YOUNGPROJECT SUPERVISOR:KEVIN KINDLENAME OF FIRM:FORESITE GROUPPROJECT MANAGER:LUKE RICKELPROJECT ENGINEER:ARNALDO BLANCO(210)722-6429(787)349-2960(267)969-0345(253)606-5423(425)240-0238AT&T LONG DISTANCE: DANIEL MCGEOUGHAT&T METRO: CLIFF ROBERTS(425)896-9830(425)896-9851AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKEAT&T MOBILITY/CINGULAR: BILL LACOUNT(253)680-2403(360)395-5425CENTURY LINK: IVAN ESMERALCOMCAST: JILL LOOK(425)427-9903(206)396-6032COAL CREEK UTILITY DISTRICT: PATRICK MARTINELI/INTEGRA: ERIC LAYTON(206)255-1961(425)970-7763FRONTIER COMMUNICATIONS NW: JAY SCHWAB(425)263-4019LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELLONEFIBER COMMUNICATIONS: BILL BODIN(720)387-3342(916)765-2074OLYMPIC PIPELINE CO.: TIMOTHY FEHRPUDGET SOUND ENERGY: ANDY SWAYNE(425)427-9903(425)462-3852PUDGET SOUND ENERGY EMERGENCY DISPATCHPSE/INFRASOURCE: AURELIE JOHANNSON(888)225-5773(425)466-4771PSE/POTELCO: BOB CARLSENSEATTLE PUBLIC UTILITIES: RICHARD COX(425)864-0496(206)900-4434T-MOBILE USA: NOTICE ADDRESSVERIZON WIRELESS NW: LELAH VAGA1-877-373-0093(425)603-8275XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPESZAYO FIBER SOLUTIONS: JOSEPH MORTON(206)315-5014(253)255-1917PROJECT MANAGER:CIARA MCDONNELL-RAY(425)606-77041-800-424-5555CITY OF SEATTLECITY OF ALGONACITY OF AUBURNCITY OF BELLEVUECITY OF BLACK DIAMONDCITY OF COVINGTONCITY OF DES MOINESCITY OF FEDERAL WAYCITY OF KENTCITY OF MAPLE VALLEYCITY OF MERCER ISLANDCITY OF NEWCASTLECITY OF NORMANDY PARKCITY OF PACIFICCITY OF RENTONCITY OF SAMMAMISHCITY OF SETACCITY OF TUKWILA(206)684-7623(253)833-2897(253)931-3000(425)452-6800(360)886-5700(253)480-2400(206)878-4595(253)835-7000(253)856-5200(425)413-8800(206)275-7605(425)649-4444(206)248-7603(253)929-1110(425)430-6400(425)295-0500(206)973-4800(206)431-3670SOUTH KING COUNTYFEDERAL GOVERNMENTCOUNTY GOVERNMENTSTATE GOVERNMENTROW CONSTRUCTION PERMIT INFORMATIONUTILITY FRANCHISE INFORMATIONJOB STARTS (UTILITY INSPECTION)SHORELINE PERMITSGRADING/CLEARING PERMITSCOUNTY ROAD STANDARDSVARIANCES FROM ROAD STANDARDSCOUNTY ROAD PROJECTSPERMITS FOR OTHER COUNTY PROPERTYONE-CALL (CALL BEFORE YOU DIG)(206)296-7456(206)296-7456(206)296-8122(206)296-6650(206)296-6610(206)296-3783(206)296-3783(206)296-6530(206)296-74561-800-424-5555KING COUNTYUTILITIES & DEVELOPMENT MANAGER (NORTHWEST):MARIA MYRHOFERASSISTANT UTILITIES & DEVELOPMENT MANAGER (NORTHWEST):DEE GARDNERUTILITY ACOMODATIONS (NORTHWEST):ARLENE REHMUTILITIES & DEVELOPMENT MANAGER (OLYMPIC):RAFAEL REYES(206) 440-4120(206) 440-4122(206) 440-4131(360) 570-6743WASHINGTON STATE DEPARTMENT OF TRANSPORTATIONPROJECT ENGINEER:BRAD LANDIS(425)229-3123MFP19003719 C-01C-02C-03C-04C-05C-06C-07WELLS AVE N N 3RD STC-08C-09NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-00SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_1652N/AMFP19003719 104 WELLS AVE N822 N RIVERSIDE DR827 N 1ST ST830 N RIVERSIDE DR829 N 1ST ST200 WELLS AVE N PELLY AVE N111 WELLS AVE N812 N 1ST ST121 WELLS AVE N206 WELLS AVE N821 N 1ST ST817 N 1ST ST105 WELLS AVE N208 WELLS AVE N904 N 1ST ST108 WELLS AVE N835 N 1ST ST112 WELLS AVE N115 WELLS AVE N PELLY AVE N903 N 1ST STTPEDESTRIAN WALK N 1 S T S T WELLS AVE NN 1ST ST N 2ND ST WILLIAMS ALY N0+001+002+003+004+00TC.L.R.O.W.R.O.W.B.O.C.C.L.R.O.W.R.O.W.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-01SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 251 WELLS AVE N243 WELLS AVE N210 WILLIAMS AVE N245 WELLS AVE N235 WELLS AVE N237 WELLS AVE N809 N 2ND ST815 N 2ND ST232 WELLS AVE N224 WELLS AVE N206 WELLS AVE N222 WELLS AVE N227 WELLS AVE N236 WELLS AVE N240 WELLS AVE N216 WELLS AVE N129 WELLS AVE N208 WELLS AVE N210 WELLS AVE N125 WELLS AVE N 246 WELLS AVE N231 WELLS AVE N238 WELLS AVE N814 N 2ND ST221 WELLS AVE N247 1/2 PELLY AVE NTTWELLS AVE NWILLIAMS ALY NWELLS ALY NN 2ND STWELLS ALY N5+006+007+008+00STA: 6+06ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYC.L.R.O.W.R.O.W.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.STA: 4+82ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYSTA: 5+00ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYTNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-02SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 251 WELLS AVE N243 WELLS AVE N 247 PELLY AVE N245 WELLS AVE N249 PELLY AVE N302 WELLS AVE N315 PELLY AVE N315 WELLS AVE N308 WELLS AVE N309 PELLY AVE N240 WELLS AVE N312 WELLS AVE N301 PELLY AVE N820 N 3RD ST246 WELLS AVE N305 PELLY AVE N817 N 3RD ST309 WELLS AVE N PELLY AVE N 247 1/2 PELLY AVE N304 WELLS AVE NTWELLS AVE N N 3RD STWELLS ALY N PELLY AVE N 8+00 9+00 10+0011+0012+0013+00TSTA: 9+84ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYSTA: 11+19ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYC.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.C.L.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-03SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 236 PARK AVE N240 PARK AVE N301 PARK AVE N1005 N 3RD ST1201 N 3RD ST250 PARK AVE N247 PARK AVE N238 PARK PL N303 PARK AVE N250 PELLY AVE N310 PELLY AVE N300 PELLY AVE N1200 N 3RD ST240 PELLY AVE N238 PELLY AVE N1009 N 3RD ST248 PARK AVE NTTTTPARK PL N PELLY ALY N N 3RD STPARK AVE N 14+0015+0016+0017+00STA: 14+59ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYSTA: 16+92ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYSTA: 16+67ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYB.O.C.C.L.R.O.W.R.O.W.B.O.C.C.L.R.O.W.R.O.W.B.O.C.C.L.B.O.C.B.O.C.C.L.R.O.W.B.O.C.R.O.W.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-04SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 1204 N 3RD ST238 GARDEN AVE N240 GARDEN AVE N235 GARDEN AVE N247 GARDEN AVE N1201 N 3RD ST1206 N 3RD ST304 GARDEN AVE N238 PARK PL N1308 N 3RD ST303 GARDEN AVE N1212 N 3RD ST1211 N 3RD ST1304 N 3RD ST234 GARDEN AVE N GARDEN AVE N300 1/2 GARDEN AVE N310 GARDEN AVE N300 GARDEN AVE N GARDEN AVE N 248 GARDEN AVE N246 GARDEN AVE N237 GARDEN AVE N1207 N 3RD ST249 GARDEN AVE N1210 N 3RD STTN 3RD STGARDEN AVE N N 3RD ST18+0019+0020+0021+0022+00STA: 19+68ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYB.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.B.O.C.R.O.W.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-05SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 239 MEADOW AVE N MEADOW AVE N 1500 N 3RD ST315 MEADOW AVE N311 FACTORY AVE N300 MEADOW AVE N1507 N 3RD ST247 FACTORY AVE N238 MEADOW AVE N311 MEADOW AVE N1308 N 3RD ST310 MEADOW AVE N242 MEADOW AVE N237 FACTORY AVE N1421 N 3RD ST315 FACTORY AVE N316 MEADOW AVE N303 FACTORY AVE N1503 N 3RD ST241 FACTORY AVE N306 MEADOW AVE N305 MEADOW AVE N235 FACTORY AVE N243 MEADOW AVE N251 FACTORY AVE NFACTORY AVE N MEADOW AVE N FACTORY AVE N N 3RD STMEADOW ALY N 22+0023+0024+0025+0026+00SSTA: 23+66ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYB.O.C.C.L.R.O.W.R.O.W.R.O.W.R.O.W.B.O.C.C.L.B.O.C.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.B.O.C.C.L.R.O.W.R.O.W.B.O.C.TNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-06SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 247 SUNSET BLVD N1517 N 3RD ST1500 N 3RD ST1509 N 3RD ST251 SUNSET BLVD N1507 N 3RD ST FACTORY PL N1525 N 3RD ST1531 N 3RD ST1522 N BROOKS ST204 FACTORY AVE N1504 N 3RD ST1521 N 3RD ST1510 N 3RD ST1503 N 3RD ST 1516 N 3RD ST208 FACTORY AVE N241 SUNSET BLVD N1522 N 3RD ST1526 N 3RD ST1513 N 3RD ST1512 N 3RD STTTTN MARION ALYHOU S E R W A Y N N 3RD STFACTORY PL N30+0527+0028+0029+0030+00TSTA: 27+55ACCESS (1) EXISTING 4'X4'X4'TELECOM MANHOLE FORCABLE PULLING ONLYE.O.PB.O.C.C.L.R.O.W.R.O.W.R.O.W.B.O.C.C.L.B.O.C.B.O.C.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-07SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'20'40'80'OUTSIDE PLANT CONSTRUCTION EXISTING CONDUITAERIAL STRANDCITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 40'MFP19003719 SSSSSSSSSSSSSSSSSS SSSS SSSSSSSSSSSSSSSSSSGASGASGASGASGASGASGASGASGASGASGASGAS WWWWWWWW W W W W W WJCBCB CBCBSDSDWWWW251 WELLS AVE N245 WELLS AVE N302 WELLS AVE N820 N 3RD ST246 WELLS AVE N817 N 3RD STN 3RD STWELLS ALY N A0+00A0+48TB.O.C. C.L. R.O.W.B.O.C.C.L.R.O.W.R.O.W. B.O.C.B.O.C.R.O.W.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-08SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10'20'40'OUTSIDE PLANT CONSTRUCTION CITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 20'MFP19003719 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS WWWWWWWWWWW W W W W W W WSCBCBCBSD239 MEADOW AVE N300 MEADOW AVE N1308 N 3RD ST242 MEADOW AVE N1421 N 3RD ST243 MEADOW AVE NMEADOW AVE N N 3RD STB0+00B1+00B1+43TB.O.C. C.L. R.O.W. R.O.W.B.O.C.B.O.C.C.L.R.O.W.B.O.C.R.O.W.R.O.W.R.O.W.B.O.C.B.O.C.C.L.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-09SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10'20'40'OUTSIDE PLANT CONSTRUCTION CITY OF RENTONN/AABSSDATEDESCRIPTIONINITIAL(CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATION 450 SHATTOCK AVE,RENTON, WA1703MNTH.004_ROWE_REN_16521" = 20'MFP19003719 MCI METRO GENERAL NOTES AND REQUIREMENTSGENERAL NOTESMCI OSP CONSTRUCTION GENERAL REQUIREMENTSTOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED. USE THE PROPER TOOLFOR THE JOB.PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT; HOWEVER, SAFETY REGARDING YOURSELF AND OTHERS ISTHE MOST IMPORTANT PART OF ANY PROJECT.CONTRACTORS ARE NOT ALLOWED TO CUT ANY CABLE. CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCIOPERATIONS PERSONNEL, AND ONLY AFTER VERIFICATION THAT ALL TRAFFIC HAS BEEN OFF-LOADED.ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS MUST BE FOLLOWED WITHOUT EXCEPTION.PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE FOR THE SPECIFIC WORK SITE SHALL BE USED AT ALL TIMES.AT A MINIMUM, HARD HAT, SAFETY SHOES/STEEL-TOED BOOTS, AND FLORESCENT ORANGE OR GREEN WORK VESTARE REQUIRED UPON ENTERING ANY MCI WORK SITE.USE OF INTOXICANTS, DRUGS, INHALANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLYPROHIBITED.EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES. AN MCI EMPLOYEEOR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND DURING ALL CABLE HANDLINGACTIVITIES.CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESSDUCTS WITH ACTIVE CABLES.MCI COMPRISES THE FOLLOWING OPERATING ENTITIES:-MCI COMMUNICATIONS SERVICES, INC.-MCI METRO ACCESS TRANSMISSION SERVICES, LLC-MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA, INC.-MCI METRO ACCESS TRANSMISSION SERVICES OF MASSACHUSETTS, INC.-METROPOLITIAN FIBER SYSTEMS OF NEW YORK, INC.1.2.ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATINGGOVERNMENTAL AGENCY, MCI METRO, OR THE RIGHT-OF-WAY GRANTOR.LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD VALUATION MAPS OR OTHERDRAWINGS, AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAWINGS.3.UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE NOTNECESSARILY EXACT. THEREFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING ORPLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICT.4.ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON SITE PLAN. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.5.ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES,EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITIONS.6.EQUIPMENT TYPES SPECIFIED HEREIN (ie: "BACKHOE" "SWAMP PLOW", ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDEDAS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS.7.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-01OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 FIBER OPTIC CABLE UNCOVERING SYSTEMPRIOR TO ANY EXCAVATION, THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIALLOCATE MARKS COMPLETED BY MCI OPERATIONS. DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS!THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEASTONE PASS IN EACH DIRECTION. LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS ANDTHE AS-BUILTS.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE, THE CABLEROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACEDEVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE (ALL POTHOLES MUST BE COMPLETED BY HANDDIGGING OR VACUUM EXCAVATION) A MINIMUM OF EVERY 15 FT., THEN EXPOSE THE ENTIRE LENGTH OF THECABLE BY HAND DIGGING OR VACUUM EXCAVATION.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 15 FEET (BUT NOT CLOSER THAN 5 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINIMUM OF EVERY 30 FT.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 5 FEET (BUT NOT CLOSER THAN 3 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINUMUM OF EVERY 15 FT.THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT. IN ANYDIRECTION, ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED, OR THE MARKED RUNNINGLINE DOES NOT MATCH THE AS-BUILTS.NO MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIESHAVE FIRST BEEN PROPERLY LOCATED, POTHOLED, POSITIVELY IDENTIFIED, CONTINUOUSLY EXPOSED BY HANDDIGGING OR VACUUM EXCAVATION, AND THE FACILITES ARE CLEARLY VISIBLE.IN ADDITION, MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES REQUIRES ON-SITE PRIOR APPROVALFROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE.PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS. KNOW IT ANDFOLLOW IT.7.EXPOSING REQUIREMENTS:6.THE TITLE OF THIS PROGRAM, F.O.C.U.S., AN ACRONYM FOR "FIBER OPTIC CABLE UNCOVERING SYSTEM," WAS SELECTEDTO REMIND EVERYONE INVOLVED WITH WORKING NEAR MCI'S ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTINGTHE FACILITIES. IF, DURING THE COURSE OF THE PROJECT, YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THEMCI OSP FACILITIES, IT IS YOUR DUTY TO STOP THE WORK AND RE-F.O.C.U.S.F.O.C.U.S. RULES MUST BE FOLLOWED ON ALL MCI PROJECTS INVOLVING WORK ON OR NEAR MCI OSP FACILITIES.SAFETY IS MCI'S NUMBER ONE PRIORITY; EVERYONE MUST REFRAIN FROM UNSAFE AND IMPROPER PRACTICES.REVIEW OF F.O.C.U.S. IS MANDATORY AT EVERY PRE-BID, PRE-CONSRUCTION SITE MEETING AND DAILY TAILGATEMEETING. F.O.C.U.S. DISCUSSION MUST INCLUDE SITE-SPECIFIC HISTORY, UNIQUE PROBLEMS, FACILITYCONFIGURATIONS THAT MAY BE ENCOUNTERED, AND PAST ERRORS. "THOSE WHO DO NOT LEARN FROM HISTORY AREDOOMED TO REPEAT IT." DO NOT LET THIS HAPPEN TO YOU.ANY WORK NEAR OR REQUIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCIEMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT -- THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLYMONITORING THE SYSTEM. THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FORACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK (COMPARISON OF LINE AND DEPTH READINGS TO ACTUALLINE AND DEPTH OF THE CABLE).LOCATE AND POTHOLE REQUIREMENTS:3.5.4.2.1.CONSTRUCTION NOTESALL CONDUIT WILL BE 4" ID SCHEDULE 40 (i.e. PVC OR BSP/GSP, MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP), UNLESS SPECIFIEDOTHERWISE.1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.2.ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER AND THEPLACEMENT OF 4' MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACH OBSTRUCTION.3.SHORING MAY BE REQUIRED AND SHALL COMPLY WITH O.S.H.A. STANDARDS.4.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTIONDRAWINGS.5.MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 36" MINIMUM COVER IS UNOBTAINABLE UNLESS SPECIFIED OTHERWISEON THE CONSTRUCTION DRAWINGS.6.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM 38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLITCONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE.7.OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.8.ALL STATIONING IS BASED ON AS-BUILT INFORMATION, THERFORE SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.9.RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE LOCATED PRIOR TO THE CONSTRUCTION ACTIVITY. RAILROAD TO BE GIVEN48 HOURS NOTICE PRIOR TO CONSTRUCTION.10.ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BEIMPLEMENTED AS FOLLOWS.11.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN-MOSTSIGN AND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN AN EAST TO WEST GEOGRAPHICAL ORIENTATION, THE WESTERN-MOST SIGNAND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE EAST END OF THE EACH HANDHOLE.MCI METRO GENERAL NOTES AND REQUIREMENTSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-02OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAILAA4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILCDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAILBAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-03OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MIN.TRENCH & PLACE CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIALCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECOVER12" MIN. BELOW FINISHED GRADE6" MIN.TYPICAL DETAILB12"OPEN CUT CONCRETE OR ASPHALTPLAN VIEWCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLESAW CUT AND REMOVE 2' MIN.TYPICAL DETAILAMCI CONSTRUCTION DETAILS/TYPICALSTYPICAL OPEN TRENCH DETAILCOVERVARIESTRENCH EROSION CONTROLFRONT CROSS SECTION VIEWEXISTING GRADEFILLED BAGSCLEAN BACKFILLTOE OF BANKCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLENOTE: BACKFILL MUST BE MADE WITH ROCK FREE MATERIALNOTES:1. INTERLOCK BAGS INTO TRENCH, ONE LAYER PARALLEL WITH THE CABLE, THE SECOND LAYER CROSSWISE AND THE THIRD LAYER PARALLEL, ETC.. TAMP THE BAGS FIRMLY INTO PLACE AND PLACE THE BAGS SO THEY WILL CONFORM TO THE PREDISTURBED BANK.2. BAGS WILL EXTEND THE FULL WIDTH AND DEPTH OF EXCAVATION TO UNDISTURBED SOIL.SPACE ROWSEQUALLYVARIESEXISTING GRADETOP OF BANKFILLED BAGSSIDE CROSS SECTION VIEWTYPICAL DETAILDAXTRENCH & PLACE JOINT CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL. 2-SACK SAND-SLURRY BACKFILL MAY BE REQUIRED BY THE LOCAL GOV. AGENCYCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECONDUIT AS SPECIFIED E/W PULL ROPECOVER.12" MIN. BELOW FINISHED GRADE12" MIN.TYPICAL DETAILCAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-04OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALSRESTORATION DETAILSREMOVE AND RESTORE ASPHALTFOR CONDUITASPHALT OVERLAY (IF REQUIRED)(VARIES PER PERMIT REQUIREMENT)24" MIN.4" MIN.CONCRETE SUB BASEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIAL6" MIN.CLEAN BACKFILLCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE6" MIN.3" MIN.CLEAN BACKFILL6" MIN.EXISTING ASPHALT6"TYPICAL DETAILAREMOVE AND RESTORE CONCRETEFOR CONDUITCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE3" MIN.TYPICAL DETAILBPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-05OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 PROFILE VIEWD/L PLAN VIEWJACK & BORE ROADWAYR/WEOPROADWAYEOPGRADEEXISTING DITCH42"MIN.48"MIN.EOP VARIESEOP D/L MIN.5'VARIESVARIESVARIESR/W4" BSP E/W 2-1 1/4 "JACK & BOREJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.INDTS.42"MIN.DITCHCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLE5'MIN.TYPICAL DETAILAJACK & BORE MAIN TRACKPLAN VIEW15' MIN.PROFILE VIEWR/W 66"MIN.R/W VARIES15' MIN.JACK & BORE 4" R/W " INDTS.BSP E/W 2-1 1/4 42" MIN.R/W OPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED TYPICAL DETAILBR/W R/W MIN.42"MIN.66"MIN.42"JACK AND BORE DUAL TRACKSR/W APPROX.PROFILE VIEWVARIES22.5'15'22.5'PLAN VIEWR/W TYPICAL DETAILC66"R/WR/WCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLEJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.PREFERABLY NOT LESS THAN 4515' MIN.42" MIN.RAILEXISTING GRADEPROFILE VIEWPLAN VIEWJACK & BORE AUXILLARY TRACK15' MIN.MIN.TYPICAL DETAILDEXISTING JACK & BORE 2-1.9" O.D. HDPE5" BSP E/W MIN.42" GRADE48" MIN.H42" MIN.HOPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED JACK AND BORE CULVERT2-1.9" O.D. HDPESPILLWAYCONCRETE 5" BSP E/W JACK & BORE PROFILE VIEWVARIESVARIESSPILLWAYCULVERTCONCRETE AND/OR SPILLWAYPLAN VIEWHCULVERT HTYPICAL DETAILEMCI CONSTRUCTION DETAILS/TYPICALSJACK AND BORE DETAILPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-06OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALS4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS1" PVC SLEEVEFOR GROUND RODUPPER SECTIONLOWER SECTIONUPPER SECTIONLOWER SECTIONPULL IRONS (TYP.)1 EACH WALLCENTERED UNDERTERMINATORSPULL IRON (TYP.)10''SUITABLE DIRTBACKFILLCRUSHED STONEPROFILEPLANMANHOLEMANHOLEPVC, OR BSP/GSPCONDUIT (TYP.)48''36''12''4'' DIAMETER TERMINATOR (TYP.)12''X4'' STANDARD SUMP22''72''72''30''10''MIN.43''6''12''48''49''41''30''4''32''32''12'' X 4'' STANDARD SUMP48''24''24''7''7''21''16''6''21''6''6''48''24''24''24''12''7''7''30''19''16''4''48"6"6"27"27"60"60"4'' DIAM. TERMINATORS(FOR SCH. 40 PIPE)4 EACH WALL1. VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED STONE (3/4" GRADE).3. SHORING WILL BE REQUIRED.4. ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH EXITING GRADETYPICAL DETAIL "B"NOTES:TYPICAL DETAIL "E" RING AND COVER DETAIL RING: 390lbs. COVER: 300lbs.NOTES:.375'' X 1.50'' FULLY THREADEDBOLTS AND INSERTS (2 BOLTSAND INSERTS EACH WALL)EXISTINGGRADESUITABLE DIRTBACKFILLMANHOLE COVER IRONWORKS #B-30 TYPICAL DETAIL "A"TYPICAL NECK EXTENSION DETAIL REINFORCEDCONCRETENECK EXTENSIONTYPICAL DETAIL "D"DALWORTH QUICKSET MANHOLEWALLS: 6in. HEADROOM: 48in.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.4'' DIAMETERTERMINATOR(TYPICAL.)1'' PVC SLEEVEFOR GROUNDINGRODTYPICAL DETAIL "C"TYPICAL DETAIL "F"BOLT INSERTS AND PULL IRONS2 SECTIONSTERMINATORS, SUMP, & GROUND ROD SLEEVE2 SECTIONSNOTE:INSERT SPACINGARRANGED FORFIBER OPTIC CABLE"3M" SPLICE CASE.1.375"1.375"1. EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING.2. STAMP CARRIER'S ID IN COVER.3. ACCESS HOLE: 30"CARRIER LOGOPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-07OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALS2.5' x 5' x 2.5' HANDHOLE DETAILSFIBERGLASS VAULT4'' X 1.50'' X .25''NEOPRENE RUBBERINSIDE LOOKING OUTSIDE WALL VIEWDETAIL "D"(144 SQ. IN. TOTAL DRAINAGE)PLAN VIEWVAULT BOTTOMDETAIL "B"CROSS SECTIONLOCKING DEVICESECTION A-ALOCK DOWN DEVICEDETAIL "A-1"3'' REINFORCEDEXCAVATION PITDETAIL "C"BACKFILLSUITABLE DIRTHANDHOLE7' - 0''40 PVC (BOTH ENDS)PLUG. BELL ENDS TO4.50'' BELL ENDS W/ PVCPLANACCOMODATE SCHED.30''CRUSHED STONE(ONE SIDE ONLY)EMS MARKER5' - 0''OR HDPECONDUIT (TYP.)PVC, BSP/GSPEXISTING GRADESUITABLE DIRTBACKFILL25''(TYP)7''RIB2.50'' KNOCKOUT (BOTH ENDS)PROFILE2'' KNOCKOUT (BOTH ENDS)LIFTING BOLTS (TYP. 4 PLACES)30''6''29.50''6''EXPLODED ISOMETRIC DETAILDETAIL "A"1.625'' X 1'' X 33''UNISTRUT CHANNELSEE DETAIL "A-4"THIS SHEET.375'' INSERT30''(ONE SIDE ONLY)3M CAT #1411EMS MARKER(3 REQUIRED)SUPPORT BEAMTHIS SHEETSEE DETAIL "A-1"DIRT SHIELDDEVICE ANDLOCK DOWNSEE DETAIL "A-3"THIS SHEETSURFACENON-SKID1-800-624-9675MCISEE DETAIL "A-2"PLASTIC VAULT (FRP)FIBERGLASS REINFORCED4'' X 2'' WITH CENTER PINLOCKING BEAM60''THIS SHEET(CENTER ONLY)BONDED TO VAULT BYMANUFACTURERMORTAR FRAME (RPM)REINFORCED POLYMERCOVER AND FRAME.50 IN..75 IN.POLYMER MORTARREINFORCEDLIFTING SLOT20,000 LBS. LOADING WEIGHTPOLYMER MORTAR (RPM) COVER FORTWO PIECE REINFORCEDABRACKET (HOT DIPPEDRPM COVEREACH APPROXIMATELY POUNDS.THE LIDS ARE POLYMER CONCRETE MATERIAL,APROXIMATELY POUNDS IN WEIGHT.WITH 12'' OF CRUSHED STONE (.75'' GRADE).5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL,4. ALL HANDHOLES SHALL BE PLACED BELOW3. SHORING WILL BE REQUIRED.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED1. VOID IN EXCAVATED AREAS TO BE BACKFILLED(TYP. AT 6 PLACES)GALV) (2 REQ'D)LAG BOLT ANCHORS MUSTLINEAR DISTANCE BETWEENBE 25''.ANCHOR (TYP.).375'' LAG BOLTNOTE:7''EXISTING GRADE.WITH SELECT MATERIAL.NOTES:.50'' OPENING (MAX)FOR GROUND ROD30''TYP.12''TYP.12''59.50''(TYP - 4 PL)6'' X 6'' DRAIN(TYP - 2 PL)1'' DIA HOLERPM FRAMEVAULTFIBERGLASSSUPPORT BEAMDETAIL "A-4"INSTALLATIONBEAMSUPPORTWITH NUT, AND WASHER.75'' X 1.25'' HEX BOLT(TYP-4 PLACES)LS)OF 2-PIECE RPM COVERCOVER HOLD DOWN BRACKETCOVER HOLD DOWN.375'' INSERTDETAIL "A-3"WASHERWITH FLAT.1875'' SCREWANEOPRENE COVERENGAGED LOCK DETAIL "A-2"DOWN DEVICEP1000 UNISTRUT.50'' STAINLESS STEEL(SELF CLEANING)STAINLESS END CAPCAPTURE NUT W/ACME THD. BOLT &PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-08OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL VAULT DETAILW[SEE TABLE]L[SEE TABLE]H[SEE TABLE]VAULT SIZEL (LENGTH)W (WIDTH)H (HEIGHT)DROP SIZE17 IN.30 IN.24 IN.MEDIUM SIZE30 IN.48 IN.24 IN.SMALL SIZE24 IN.36 IN.24 IN.LARGE SIZE36 IN.60 IN.36 IN.*NOTE: SEE SITE PLAN FOR LOCATION AND TYPEPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-09OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MCI CONSTRUCTION DETAILS/TYPICALSHANDHOLE SLACK STORAGE DETAILSCABLE RACKLOOP DIRECTIONCABLE RACKLOOP DIRECTIONCABLE RACKCABLE RACKSPL ICE CASE60"SPLICE CASECABLE RACKLOOP DIRECTIONCABLE RACKSPLICE CASELOOP DIRECTION25'CABLE RETAINERCABLE RETAINERSECTION B-B30"DETAIL "A"CABLE SLACK ARRANGEMENTDETAIL "B"HANDHOLE LAYOUT14.25"2.25"BB.375"-16 MOUNTING INSERTSFOR SPLICE CASING4 PLACES (2 EACH SIDE)PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-10OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 CITY OF RENTON GENERAL NOTES AND REQUIREMENTSGENERAL NOTESALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON MUNICIPAL CODE TITLE IV, ALLAPPLICABLE ORDINANCES, THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLICRIGHT-OF-WAY (PROWAG), THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALLWSDOT STANDARDS AND SPECIFICATIONS.1.ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER FROM FINISHED GRADE, DITCH BOTTOM, OR NATURALGROUND. REFER TO WSDOT UTILITY MANUAL FOR PIPE COVER REQUIREMENTS ON STATE ROUTES; SR 18, SR 99, SR 161, SR 509.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVEEQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHINTHE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOREACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23-TRAFFIC CONTROL, SHALLAPPLY.12.TEMPORARY EROSION AND SEDIMENTATION CONTROL SHOULD BE IN ACCORDANCE WITH THE KING COUNTY EROSION ANDSEDIMENT CONTROL STANDARD. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM.15.ANY EXCAVATION WITHIN PROXIMITY OF TREE DRIP LINES SHALL BE PERFORMED VIA HYDRO VACUUM EXCAVATION.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY DISTRICTS AND PRIVATE PROPERTY OWNERS WHENSUCH PROPERTY IS LIABLE TO INJURY OR DAMAGE THROUGH THE PERFORMANCE OF THE ABOVE WORK. CALL 1-800-424-5555 48HOURS IN ADVANCE FOR UNDERGROUND UTILITY LOCATION. THIS INSTRUCTION DOES NOT RELIEVE THE CONTRACTOR FROMREQUIRED NOTIFICATION OF COUNTY INSPECTORS AS SPECIFIED IN PARAGRAPH 1, ABOVE.9.AFTER COMPLETION OF CONSTRUCTION WORK THE CONTRACTOR SHALL RESTORE ALL RIGHTS OF WAY AND PUBLIC PLACES TOTHE CONDITION WHICH IS EQUIVALENT TO OR BETTER THAN THE CONDITION OF THE RIGHT OF WAY PRIOR TO COMMENCING THEWORK AND TO A CONDITION SATISFACTORY TO THE CITY WITHIN 30 DAYS. CONTRACTOR SHALL REPAIR THE DAMAGE AT ITSSOLE COST AND EXPENSE, WITHOUT DELAY OR INTERRUPTION AND WITHIN THE TIME PERIOD PRESCRIBED BY THE CITY.11.3.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITYOF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ALL PRE-CONSTRUCTION MEETINGSSHALL BE SCHEDULED AT A MAXIMUM OF 14 DAYS PRIOR TO THE JOB START DATE.4.JOBS ARE REQUIRED TO BE CALLED IN FOR JOB START, RE-INSEPCTION AND PROJECT FINAL INSPECTIONS. INSPECTIONS SHALLBE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BYGOING TO MYBUILDINGPERMIT.COM.6.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES.13.ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEFUNCTION.14.7.WHENEVER PART OF A SQUARE OR SLAB OF EXISTING CONCRETE SIDEWALK OR DRIVEWAY IS CUT OR DAMAGE, THE ENTIRESQUARE OR SLAB SHALL BE REMOVED OR REPLACED. ALL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH THECITY OF RENTON STANDARDS.PERMITTEE SHALL NOT CLEAR, REMOVE OR DISTURB ANY TREES OR VEGETATION IN THE RIGHT OF WAY WITHOUT SUBMITTING AREVEGETATION AND EROSION CONTROL PLAN, IN FORM AND CONTENT ACCEPTABLE TO THE CITY.17.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS, BUT NOT MORE THANSEVENTY-TWO (72) HOURS, PRIOR TO COMMENCING THE WORK. CREW MUST CALL PERMIT # AND WORK LOCATION EACHMORNING THEY ARE TO BE WORKING IN TOWN TO VERIFY THE START OF WORK. FAILURE TO PROVIDE SUCH NOTICE WILL RESULTIN THE ASSESSMENT OF A JOB START PENALTY CHARGE PER EACH OCCURRENCE, IN ADDITION TO ANY OTHER FEES PROVIDEDFOR IN THIS PERMIT.10.GENERAL NOTES5.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY.WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROLDENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION.THE AGGREGATE WILL BE 3/8 -INCH MINUS.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-01OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-02OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-03OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 TEMPORARY EROSION/SEDIMENTATION CONTROLSHEET 1 OF 1 SHEETPrefabricated units may be used in lieu of the designshown on this plan upon approval of the Engineer.Structure shall be constructed such that geotextilematerial shall be fastened to posts creating a seam-less joint.Ensure that ponding height of water does not causeflooding on adjacent roadways or private property.Perform maintenance in accordance with StandardSpecification 8-01.3(15).1.2.3.4.ATTACH WOOD OR METAL CROSSBRACES TO STABILIZE WOODGEOTEXTILEINLETPOST (SEE STD. SPEC. 8-01.3(9)A).COMPACTED NATIVE SOIL2' - 0" MIN.1' - 0" MIN.GRATEFASTEN CROSS BRACES TOGETHER WITHSCREWS, NAILS. NYLON TIES OR WIREINLET(CROSS BRACES NOT SHOWN)(ENTIRE FENCE NOT SHOWNFOR ILLUSTRATIVE PURPOSES)FLOWSILT FENCE ~ SEESTD. PLAN I-30.104"4"BURY GEOTEXTILE IN TRENCHGEOTEXTILE FOR TEMPORARY SILT FENCE~ SEE STD. SPEC 9-33.2(1), TABLE 6INLETTEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREASWSDOT-I-40.10-00Size the Below Inlet Grate Device (BIGD) for the storm water structure itwill service.The BIGD shall have a built-in high-flow relief system (overflow bypass).The retrieval system must allow removal of the BIGD without spilling thecollected material.Perform maintenance in accordance with Standard Specification 8-01.3(15).1.2.3.4.OVERFLOW BYPASS5" MAX.TRIMGRATE FRAMEFILTEREDWATERSEDIMENT AND DEBRISSHEET 1 OF 1 SHEETDRAINAGE GRATEBELOW INLET GRATE DEVICEOVERFLOW BYPASS (TYP.)DRAINAGE GRATE~ RECTANGULAR GRATE SHOWNRETRIEVAL SYSTEM (TYP.)BELOW INLET GRATE DEVICENOT TO SCALESTORM DRAIN INLET PROTECTIONWSDOT-I-40.20-00SHEET 1 OF 1 SHEETFABRIC (GEOTEXTILE)(TYPICAL)TYPICAL SILT FENCEWITHOUT BACKUP SUPPORT1.2.3.(WOOD POSTS SHOWN)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGHTOGETHER TO PREVENT SILT LADEN WATER FROMESCAPING THROUGH THE FENCE AT THE OVERLAP.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR SILT FENCE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6(STEEL POSTS SHOWN)~~(STEEL POSTS SHOWN)POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCH4"2' - 0" MIN.2' - 0" MIN.FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.4"BACKFILLED &COMPACTEDNATIVE SOILFASTEN TO POSTEVERY 6" O.CSELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZEDPOST~ WOOD OR STEEL(TYPICAL)4.DURING EXCAVATION, MINIMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the silt fence to point slightly upslope to preventsediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be placed in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install s ilt fencing parallel to mapped contour lines.3/22/13SILT FENCEWSDOT-I-30.15-02SHEET 1 OF 1 SHEETHIGH VISIBILITYSILT FENCE(STEEL POSTS SHOWN)FABRIC (GEOTEXTILE)(TYPICAL)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHERTO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THEFENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACEDIN LOW SPOTS OR IN SUMP LOCAT IONS.(WOOD POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR HIGH VISIBILITY SILT FENCECOLOR - ORANGE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6~~POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCHBACKFILLED &COMPACTEDNATIVE SOIL(STEEL POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.TYPICAL HIGH VISIBILITY SILT FENCEWITHOUT BACKUP SUPPORTPOST ~WOOD OR STEEL(TYPICAL)SELF-LOCKING TIE~NYLON 6/6 (M IN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZED1.2.3.4.DURING EXCAVATION, MINIMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the high visibility silt fence to point slightly upslopeto prevent sediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be placed in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install silt fencing parallel to mapped contour lines.3/22/13HIGH VISIBILITY SILT FENCEWSDOT-I-30.17-00PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-04OUTSIDE PLANT CONSTRUCTION (CENTRAL RENTON) COND PROOF PHASE III UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MNTH.004_ROWE_REN_1652CITY OF RENTON450 SHATTOCK AVE,RENTON, WAN/AN/AABSSMFP19003719 MFP19003719