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Home My WebLink AboutMFP21002399.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21002399 IVR Number: 21002399 Permit Information Permit Name: ExteNet Systems - Fiber Address/Location:05/14/2021Application Date:0886600030Parcel Number: 1215 N LANDING WAY Permit Type:06/10/2021Issue Date:Franchise Permit Work Class:06/10/2022Expiration Date:Major Utility Job Number: 21096-1Franchise Type:Telephone Description: ExteNet to proof and audit existing Century Link duct around Renton Landing and pull fiber through existing conduit. Contacts Name Address PhoneTypeBilling Michael Karalus Waeco Applicant Wade Edelbrock Waeco Construction LLC 18543 Cascade View Dr SE Monroe, WA 98272 B: (360) 794-7785 C: (206) 423-7074 Contractor Business License Number: 37230Construction Contractor: WAECOCL930LF Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 Specialized Billing X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 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: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. 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 $125/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 Extenet NW-WA-STTKNT07-VZW (425) 551-0752 jarett@waecoeng.com 21096-1 Jarett Plough 1215 N Landing Way, Renton WA 98057 Proof and audit existing CenturyLink duct around Renton Landing Waeco Construction WAECOCL930LF 37230 Waeco Construction Jarett Plough 05/12/2021 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR MFP21002399 Scott Warlick 6/8/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 3/18/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/18/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: ▪ Include map(s) showing the location of the project and work area. ▪ Be legible lettering and clear, contrasting, symbols of viewing or printing. ▪ Must indicate street names, and north arrow and scale. ▪ Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering 21096-1 1215 N Landing Way, Renton Wa Waeco Construction Michael Karalus (425)408-2595 Monroe/ WA Proofing existing Lumen conduit duct in order to determine vacancy. x x 18543 Cascade View Dr SE 98272 6/14 7/14 7am 5pm MFP21002399 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 6/8/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 3/18/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 3/18/2021 • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) Michael Karalus 5/26/2021 Page 1 of 15Page 1 of 14 P2P3P4P3P5 P6 P7 OVERVIEW MAP P8 P9 P10 P11 P12 P13 P14 P15 P16 P16 MFP21002399 Page 1 of 15Page 2 of 14 TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 3. 253TA 1. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB NCHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA+ HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS. SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 5' 5'L* X* X* X* X*X*X* X* X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED ROAD WORK AHEAD W20 - 1 W20 - 7 BEPREPAREDTO STOP W20-1 W20-5R W20-7W3-4 ROAD WORK AHEAD W20 - 1 W20-1 X* X* ROAD WORK AHEAD W20 - 1 W20-1 W3-4 W20 - 7 W20-7 BEPREPAREDTO STOP ROAD WORK AHEAD W20 - 1 W20-1 UNIFORMED POLICE OFFICER SPEEDLIMIT35 R2 - 35 25 801 BEPREPAREDTO STOP W3-4 W20 - 7 W20-7 HOUSER WAY N N 8TH STHOUS E R W A Y N 12' 11' ARROWBOARD MFP21002399 Page 2 of 15Page 3 of 14 TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 3. 253TA 2 AND 253TA 3. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA+ SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. L* X* X* ROAD WORK AHEAD W20 - 1 W20-1 ROAD WORK AHEAD W20 - 1 W20-1 SPEEDLIMIT35 R2 - 35 25 12' 11' 801 23 5'7'5'7' M4 - 9B 30" x 24" DETOUR SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED SIDEWALK CLOSEDAHEAD CROSS HERE R9 - 11 SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED SIDEWALK CLOSEDAHEAD CROSS HERE R9 - 11 M4 - 9B 30" x 24" DETOUR SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 PLACE 30' WEST DOWN N 8TH ST AT NEXT CROSSWALK PLACE 30' WEST DOWN N 8TH ST AT NEXT CROSSWALK ARROWBOARD HOUSER WAY N N 8TH ST HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS ROAD WORK AHEAD W20 - 1W20-1 ROAD WORK AHEAD W20 - 1 W20-1 X*X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5R W4 - 2W4-2R X* 100'± MFP21002399 Page 3 of 15Page 4 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 3. MH 4. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA ARROWBOARD+ + SPEEDLIMIT35 R2 - 35 25 PRIVATE ACCESS L* 10' 10' N 8TH ST BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED ROAD WORK AHEAD W20 - 1 W4 - 2W20-1W20-5RW4-2R X*X*X* 5'5'GARDEN AVE NSIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 M4 - 9B 30" x 24" DETOUR SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED SIDEWALK CLOSEDAHEAD CROSS HERE R9 - 11 M4 - 9B 30" x 24" DETOUR PLACE 125' EAST DOWN N 8TH ST AT NEXT CROSSWALK PLACE 125' EAST DOWN N 8TH ST AT NEXT CROSSWALK HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE ROAD WORK AHEAD W20 - 1W20-1 MFP21002399 Page 4 of 15Page 5 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 4. MH 5A. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA ARROWBOARD+ + 13' 11' N 8TH ST GARDEN AVE N1207 SPEEDLIMIT35 R2 - 35 25 L* 5' 5'X*BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED ROAD WORK AHEAD W20 - 1 W4 - 2W20-1W20-5RW4-2R X*X*X* ROAD WORK AHEAD W20 - 1 W20-1 HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS MFP21002399 Page 5 of 15Page 6 of 14 TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 4. MH 5B. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA+ SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ARROWBOARD 5' 5' 1207 SPEEDLIMIT35 R2 - 35 25 N 8TH ST GARDEN AVE N12' 11' HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS ROAD WORK AHEAD W20 - 1 W20-1 X*X*X* L* ROAD WORK AHEAD W20 - 1 W20-1 X*W4 - 2W4-2R BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5R 100'± SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 M4 - 9B DETOUR M4 - 9B DETOUR SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE PLACE AT THE INTERSECTION OF N 8TH AND PARK AVE N PLACE AT THE INTERSECTION OF N 8TH AND PARK AVE N MFP21002399 Page 6 of 15Page 7 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 4. MH 6. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA ARROWBOARD+ + L*L* X* ROAD WORK AHEAD W20 - 1W20-1 X* SPEEDLIMIT35 R2 - 35 25 5'5' W20 - 7W20-7 UNIFORMED POLICE OFFICER 11' 11' 11' 11'N 8TH ST GRDN AVE NPARK AVE N915 1207 Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED LEFT W20-5L HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS W20 - 7 W20-7 RIGHT TWO LANESCLOSEDAHEAD W20-501 ROAD WORK AHEAD W20 - 1W20-1 L* L* 11' BEPREPAREDTO STOP W3-4 X* ROAD WORK AHEAD W20 - 1 W20-1 X* X*X* X*X* L* ROAD WORK AHEAD W20 - 1 W20-1 W20 - 7W20-7 W20-501 ROAD WORK AHEAD W20 - 1 W20-1 RIGHT TWO LANESCLOSEDAHEAD X* X* X* MFP21002399 Page 8 of 15Page 8 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 5. MH 7. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB NCHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA+ Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. X* X* ROAD WORK AHEAD W20 - 1 W20-1 ROAD WORK AHEAD W20 - 1 W20-1 R7 - T39R7 - T39 36" x 24" R7-T39 NO PARK SPEEDLIMIT35 R2 - 35 30 5'5'N 10TH STHOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS X*X* ROAD WORK AHEAD W20 - 1W20-1 SHOULDERWORK W21-5 X* C30-A W1 - 4SHOULDER CLOSED PARK AVE N 12' 12' 8'8' MIN MFP21002399 Page 9 of 15 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA+ R7 - T39R7 - T39 36" x 24" R7-T39 NO PARK SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.ONLYONLYX* ROAD WORK AHEAD W20 - 1 W20-1 5' 5' X* ROAD WORK AHEAD W20 - 1 W20-1 X* 12' 11' PARK AVE N N 10TH STN 10TH PL SPEEDLIMIT35 R2 - 35 30 HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTSNTYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 5. MH 8. X*X*X* NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB C30-A W1 - 4SHOULDER CLOSEDSHOULDERWORK W21-5 ROAD WORK AHEAD W20 - 1W20-1 ROAD WORK AHEAD W20 - 1W20-1 11' 12' 12' 8' MIN Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. ROAD WORK AHEAD W20 - 1 W20-1 X* Page 9 of 14 TRAFFIC CONTROL PLAN MFP21002399 Page 11 of 15Page 10 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 5. MH 8A. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA 5' 5' 4' 13' 11' LOGAN AVE N PARK AVE N Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS L* 100'± ROAD WORK AHEAD W20 - 1 W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5R W4 - 2W4-2R X*X*X* SPEEDLIMIT35 R2 - 35 MFP21002399 Page 12 of 15Page 11 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 6. MH 9 TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBNCHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA BUS STOP 5'5' SPEEDLIMIT35 R2 - 35 4' 11' 11' 11' LOGA N A V E N N 10TH ST Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS X*X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED LEFT W20-5L X* ROAD WORK AHEAD W20 - 1 W20-1L* 100'± L/2* 100'± ROAD WORK AHEAD W20 - 1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5RW4-2R X*X*X*W1 - 4W1-4L W4 - 2 W4-2L MFP21002399 Page 13 of 15Page 12 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 6. MH 10. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBNCHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA BUS STOP SPEEDLIMIT35 R2 - 35 25 X*ROAD WORK AHEAD W20 - 1 W20-1 5' LOGAN AVE N N 10TH ST4' 11' 11' 11' Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. 5' HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS ROAD WORK AHEAD W20 - 1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5RW4-2R X*X*X*W1 - 4W1-4L L/2*100'± L*100'±X*X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED LEFT W20-5L X* ROAD WORK AHEAD W20 - 1 W20-1 W4 - 2 W4-2L MFP21002399 Page 14 of 15Page 13 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 7. MH 11. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBNCHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA MPH15' MPH15' SPEEDLIMIT35 R2 - 35 25 721 5' 11' 10' 11' 5'5' UNIFORMED POLICE OFFICER 100'+/- X* X* X* ROAD WORK AHEAD W20 - 1 W20 - 7 BEPREPAREDTO STOP W20-1 W20-7 W3-4 ROAD WORK AHEAD W20 - 1 W20 - 7 BEPREPAREDTO STOP W1 - 4W20-1 W20-7W3-4 W1-4L X*X*X* ROAD WORK AHEAD W20 - 1 W20 - 7 BEPREPAREDTO STOP W20-1 W20-7 W3-4 W1 - 4 W1-4R X* X* X* ROAD WORK AHEAD W20 - 1 W20 - 7 BEPREPAREDTO STOP W20-7 W3-4 W20-1 LOGAN AVE N N 8TH ST16' L/2*X*X*X*X* Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. X* HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS MFP21002399 Page 15 of 15Page 14 of 14 SIGN SPACING = X RURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/AUDIT PER SHEET 7. MH 12 AND MH 13. TRAFFIC CONTROL PLAN NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE WORK AREA SPEEDLIMIT35 R2 - 35 25 721 825 825 5'5'5'5' L*X*X*X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED ROAD WORK AHEAD W20 - 1 W4 - 2W20-1W20-5RW4-2R N 8TH ST PARK AVE N ARROWBOARD 11' 11' Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JARETT PLOUGH WAECO ENGINEERING 425.551.0752 JARETT@WAECOENG.COM JOB NUMBER: 21096-1 JOB NAME: 8TH ST CONDUIT APPLICATION JOB ADDRESS: 790 GARDEN AVE N DESCRIPTION: PROOF/AUDIT EXISTING CENTURYLINK DUCT BETWEEN VAULTS MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057ADDRESS: 1215 N LANDING WAY, RENTON, WA 98057PROJECT NAME: 8TH ST CONDUIT APPLICATIONSITE LOCATIONCONTACTSSITE INDEXKRISHNA MITCHELLFIBER CMKMITCHELL@EXTENETSYSTEMS.COMJARETT PLOUGHPROJECT MANAGERWAECO ENGINEERINGJARETT@WAECOENG.COM425.551.07521 - COVER SHEET/SITE LOCATION2 - LEGEND3-7 - DESIGN VIEWS 1-5SCOPE OF WORK:HIGH-LEVEL MAP SHOWING EXISTINGCENTURY LINK CONDUIT AROUND RENTONLANDING.Know what's below.Call before you dig.RCONFIDENTIAL/PROPRIETARYSHEET: OF 17SHEET 3VICINITY MAPSHEET 4SHEET 7SHEET 5SHEET 6MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057#F#F#FLEGENDKnow what's below.Call before you dig.RCONFIDENTIAL/PROPRIETARYSHEET: OF 27MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057CONSTRUCTION NOTESKnow what's below.Call before you dig.R1CONFIDENTIAL/PROPRIETARYSHEET: OF 371MATCH TO SHEET4MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057CONSTRUCTION NOTESKnow what's below.Call before you dig.R1MATCH TO SHEET 3 CONFIDENTIAL/PROPRIETARYSHEET: OF 471MATCH TO SHEET5MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057CONSTRUCTION NOTESKnow what's below.Call before you dig.R1MATCH TO SHEET 4 CONFIDENTIAL/PROPRIETARYSHEET: OF 571MATCH TO SHEET6MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057CONSTRUCTION NOTESKnow what's below.Call before you dig.R1MATCH TO SHEET 7 1MATCH TO SHEET5CONFIDENTIAL/PROPRIETARYSHEET: OF 67MFP21002399 DRAWING NAME:EXTENET ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:North Renton_Prints-BASIC CTL.dwgNO.123 KRISHNA MITCHELLWAECO ENGINEERING21096-11215 N LANDING WAY,RENTON, WA 98057CONSTRUCTION NOTESKnow what's below.Call before you dig.R1CONFIDENTIAL/PROPRIETARYSHEET: OF 771MATCH TO SHEET6MFP21002399