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HomeMy WebLinkAboutMFP21001822.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21001822 IVR Number: 21001822 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/26/2021Application Date:2423049008Parcel Number: 601 MONSTER RD SW Permit Type:05/26/2021Issue Date:Franchise Permit Work Class:05/26/2022Expiration Date:Major Utility Franchise Type:Cable Description: Comcast to proof and pull fiber through existing occupied conduit. Directional drill conduits 2,310' and pull fiber through. Set 8 24"X36" Vaults. Pothole all existing utilities. Restoration per City of Renton standards. PRE CONSTRUCTION MEETING REQUIRED Contacts Name Address PhoneTypeBilling Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Nina Marquis Cannon Construction Inc Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCI055CS CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing 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 Comcast Cable Communications Management JB0000596919 Rhonda Resnik 253-864-4246 Rhonda_Resnik@comcast.com 601 Monster Rd SW, Renton, WA 98057 PROOF & PULL FIBER THROUGH EXISTING OCCUPIED CONDUIT. DIRECTIONAL DRILL CONDUIT(s) & PULL FIBER THROUGH. SET (8) 24"X36" VAULTS. 2,310 Cannon Construction Inc - Nina Marquis 253-922-2787 ext 259 601590363 20838 4/26/2021 MFP21001822 Scott Warlick POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 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 5/26/2021 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 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. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐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. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering Amazon Corporate 601 Monster Rd SW, Renton, WA 98057 Monday Friday 8:00am 3:00pm Cannon Construction Inc 253 922 2787 Nina Marquis nmarquis@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 PROOF & PULL FIBER THROUGH EXISTING OCCUPIED CONDUIT. DIRECTIONAL DRILL CONDUIT(s) & PULL FIBER THROUGH. SET (8) 24"X36" VAULTS. MFP21001822 Scott Warlick CED 5/26/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •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. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •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 RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •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. •The cover sheet of this TCP 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; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date Nina Marquis 4/26/2021 SW 7T H ST NACHES AVE SWSW 7TH ST EOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOP SW 7 T H S T DH COM W21- 7 W20-5 R W4-2 R W21-7 W21-7 LIMIT SPEED R2-130 LIMIT SPEED R2-125 WT SPOTTERFAS COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 1 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 SW 7 T H S T EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPOA K E S D A L E A V E S W V CO M VCOM V COM W21-7 W 2 1 - 7 W 2 0 - 5 R W20-5RW4-2R W 4 - 2 R W21- 7 W21-7 W20- 5 R W4-2 R LIMIT SPEED R2-135 LIMIT SPEED R2-135 LIMIT SPEED R2-130 WT SPOTTERCOMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 2 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 SW 7T H ST EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPOAK E S D A L E A V E S W V CO M VCOM V COM W21-7 W20- 5 R W4-2 R W21-7 W21-7 W21-7 LIMIT SPEED R2-135 LIMIT SPEED R2-135 LIMIT SPEED R2-130 SPOTTERFAS WT COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 3 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 SW 7 T H S T EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPOAK E S D A L E A V E S W V CO M VCOM V COM W21-7W20-5RW4-2R W21-7 W20- 5 R W4-2 R W20- 5 R W4-2 R W21- 7 W2 1 - 7 OAKESDALE AVE SW LIMIT SPEED R2-135 LIMIT SPEED R2-135 LIMIT SPEED R2-130SPOTTER FASW T COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 4 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP OAKESDALE AVE SW W21-7W20-5RW4-2R W21-7 V COM LIMIT SPEED R2-135 SIDEWALK SIDEWALK SPOTTERFAS WT COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 5 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND *TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE LOCATIONS ALONG OAKESDALE AVE SW, WHERE APPLICABLE MFP21001822 EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM OA K E S D A L E A V E S W MO N S T E R R D S W MONSTER RD SWV COM W21 - 7 W2 0 - 5 R W4- 2 R W2 1 - 7 W2 1 - 7 LIMIT SPEED R2-135 LIMIT SPEED R2-125 SPOTTERFAS WT COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 6 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM OA K E S D A L E A V E S W MO N S T E R R D S W MONSTER RD SWV CO M W21 - 7 W21 - 5 W21- 7 W21 - 7 W20- 5 L W21 - 5 A R LIMIT SPEED R2-135 SPOTTERSPOTTERWT COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 7 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM OA K E S D A L E A V E S W MO N S T E R R D S W MO N S T E R R D S W MONSTER RD SWV CO M W21 - 7 W20 - 5 R W4- 2 R W2 1 - 7 W2 1 - 7 LIMIT SPEED R2-135SPOTTERWT FAS COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 8 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM V COM MO N S T E R R D S W MO N S T E R R D S W W21 - 7 W20- 5 R W4- 2 R W21- 7 LIMIT SPEED R2-135 SPOTTERWT FA S COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 9 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM MO N S T E R R D S W W21 - 7 W21-7 W20-5 W4- 2 L W20- 5 L LIMIT SPEED R2-135 WT FAS COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LEFT LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 10 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV COM MONSTER RD S W W21 - 7 W21-7 W20-5R W4-2R LIMIT SPEED R2-135 WT MO N S T E R R D S WSPOTTERFAS COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 N ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST WORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000596919AMAZON CORPORATE 705 SW 7TH ST RENTON, WA 98057 TCP 11 11SPOTTERWORK AREA PEDESTRIAN SPOTTER LEGEND MFP21001822 SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -DETAILS 5 -OVERVIEW 6-14 -DESIGN BILL OF MATERIALS*: CONTACTS: THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON CONSTRUCTION PROJECT MAP: -TIE INTO EXISTING SPLICE CASE: SP.WAKV.0489 -PROOF & PULL (1) 96 CT FIBER THROUGH EXISTING OCCUPIED CONDUIT -DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH -SET (8) 24"X36" VAULTS -INSTALL NEW SPLICE CASE & TRANSITION TO 48 CT FIBER -DIRECTIONAL DRILL (1) 4" CONDUIT & PULL (10 48 CT FIBER THROUGH NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 0 FT. 2,310 FT. 450 FT. 0 FT. 2,760 FT. PROJECT DESCRIPTION - ROW* 96 CT FIBER: 2,685 FT + 20% STORAGE = 3,220 FT 48 CT FIBER: 75 FT + 20% STORAGE = 90 FT *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =2,760 FT. AMAZON Ken DeCamp - 206-459-2316 COMCAST 601 MONSTER RD SW RENTON, WA 98057 AMAZON JB0000596919 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 CANNON COMPANIES Alex Gaunt - (206)-856-3583 - agaunt@cannonconstructioninc.com 6 78 91011 1213 14 MFP21001822 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 GENERAL NOTES STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 GENERAL NOTES 2 14 MFP21001822 EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE C CCAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL EOP P P TS TS C C D D DD DD DD DD DD DD G G W W T T ST ST ROW S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH EXISTING UNDERGROUND PATHWAY PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY EXISTING SPLICE CASE PROPOSED SPLICE CASE EXISTING FIBER/COAX STORAGE PROPOSED FIBER/COAX STORAGE COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 LEGEND 3 14 MFP21001822 STORM DRAIN INLET PROTECTION STANDARD DETAIL2 BULK424C072 HDPE STRUCTURAL FOAM/CHANNELL SHIELD COVER CHANNELL'S BULK VAULT ASSEMBLY ANTI-SLIP TREAD PATTERN ON CHANNELL SHIELD COVER INSIDE DIMENSIONS LENGTH WIDTH DEPTH 34.75"23"24" FEATURES: -VAULT BODY: 24 X 36 X 24 INCHES (OPEN FLOOR) -HDPE BODY - CHANNELL POLYMER COVER - LOAD RATED TIER 22 (SNSI/SCTE 77 2010) -1 SHIELD COVER, TIER 22, WITH SLIP RESISTANT TREAD -2 COVER LOCKING BOLTS, 9 16 STAINLESS STEEL HEX HEAD BOLTS 3/8-16 UNC X 3-12" THREAD BOLTS WITH WASHERS -2 BOX SELF CENTERING STAINLESS STEEL CORROSION RESISTANT NUTS -2 TEMPORARY DROP DOOTS: 2 EACH SIDE -MINIMUM OF 2 LIFTING SLOTS IN COVER EQUIPPED WITH STAINLESS STEEL PINS (SLOTS APPROXIMATELY 34" X 2") -4 REINFORCED POLYMER STEP RACKS, 2 PER SIDE -2 LIFTING SLOTS APPROXIMATELY 34" X 4" WITH STAINLESS STEEL LIFTING PINS WEIGHT & SHIPPING: -COVER WEIGHT: 50 LBS -BOX WEIGHT: 55 LBS -ASSEMBLY WEIGHT: 105 LBS -LOADED PALLET WEIGHT: 210 LBS -PER PALLET#: 2 -PALLET DIMENSIONS: 58"L X 40"W X 42"H LOAD RATINGS: -ANSI/SCTE 77 TIER 22 -PROOF LOAD: 33,750 LBF C H A N N E L L 3" 35 1 2" 24" 24" 28 34" 40 38" HDPE BODY COMCAST LOGO LOCATION VERTICAL RACKING LIFT PIN FOR HANDHOLE COVER CHANNELL SHIELD COVER 24x36 VAULT STANDARD DETAIL1 COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DETAILS 4 14 MFP21001822 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 OVERVIEW 5 14 N DH VV V V V V V V V 450' 7 0 ' 135' 315' 410' 405' 275' 275' 75' 350' 96CT 96CT 96CT 96CT96CT 96CT 96CT 48CT SET NEW 24"X36" VAULT & INSTALL NEW SPLICE CASE SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT SET NEW 24"X36" VAULT DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. PROOF & PULL (1) 96 CT FIBER THROUGH EXISTING OCCUPIED CONDUIT DIRECTIONAL DRILL (1) 4" CONDUIT & PULL (1) 48 CT FIBER THROUGH. TIE INTO EXISTING SPLICE CASE: SP.WAKV.0489 MFP21001822 D D D D D D D D D D DDD D D D D D D D D D W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW WWWWWW W W W W W M V V V V V V V V V ROWROWROWROW ROW ROW ROW ROW ROW FH FHEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPDH COM D CB CB MATCH LINE SCALE: 1"=20' 0'10'20'40' N SEE SHEET 7 PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 2 1 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER CONSTRUCTION NOTES: TIE INTO EXISTING SPLICE CASE: SP.WAKV.0489. PROOF & PULL (1) 96 CT FIBER THROUGH EXISTING OCCUPIED CONDUIT. DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. SW 7 T H S T 450' P R O O F & P ULL STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST 1 2 DRIV E W A Y DRIV E W A Y SID E W A L K SIDE W A L K SIDE W AL K SIDE W A L K 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 6 14 MFP21001822 D D D D D D D D D D D D D DDDDDDDDDDD DDDDDWWWWWWWWWW WSW 7 T H S T ROWROWROWROWROWROWROWR O W ROW ROW ROW ROW ROW ROWEOPEO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP CB CB W W W W W W W W W W W W W W W W W W W DSTA 10+50 STA 10+0 0 (450' P R O OF & P U LL) 7 0 ' D IR EC T IO NA L DR I L L MATCH LINE SEE SHEET 6 SEE SHEET 8SCALE: 1"=20' 0'10'20'40' N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 2 1 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER CONSTRUCTION NOTES: PROOF & PULL (1) 96 CT FIBER THROUGH EXISTING OCCUPIED CONDUIT. DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT AND LEAVE FIBER STORAGE DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. 3 STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST O A K E S D A L E A V E SW 135' DIRE C T I O N A L D R I L L 2 1 3 SID E W A L K SID E W A L K SIDEWALK SIDE W AL K MATCH LINE3 6'5' 1R RESTORATION NOTES: RESTORE CONCRETE PANEL TO CITY OF RENTON SPECIFICATIONS 1R 7'5' 3' 4' 5' 40' 40'VCOM V COM COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 7 14 MFP21001822 D D D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDWWWWWWWWWWWWWWW W W W V V ROW ROW ROW ROW ROW RO W RO W RO W RO W RO W ROWROWROWROWROWROWROWROWFH EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCBCB CB CB CB STA 11+00STA 11+50STA 12+00STA 12+50STA 13+00STA 13+50STA 14+00MATCH LINESEE SHEET 7MATCH LINESEE SHEET 9SCALE: 1"=20' 0'10'20'40' N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 2 1 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT AND LEAVE FIBER STORAGE DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST OAK E S D A L E A V E S W O A K E S D A L E A V E SW 315' D I R E C T I O N A L D R I L L 1 SID E W A L K SIDE W A L K V C O M 2 V COM 2 3' 4' 3'4' 1R RESTORATION NOTES: RESTORE LANDSCAPE TO CITY OF RENTON SPECIFICATIONS 1R 1R 12' 11' 11' 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 8 14 MFP21001822 SS S S S S S S S S SS SS S S S S S S S S SS D D D D DDDDDD DDDDDDD DWWWWWWWWWWWWWWWWWWWWWWWWWM V V V ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWFH EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCB CB STA 14+50STA 15+00STA 15+50STA 16+00STA 16+50STA 17+00STA 17+50MATCH LINESEE SHEET 8MATCH LINESEE SHEET 10SCALE: 1"=20' 0'10'20'40' N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 1 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST OAK E S D A L E A V E S W 410' DI R E C T I O N A L D R I L L 1 SIDE W A L K SIDEWALK 12' 11' 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 9 14 MFP21001822 S S SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S SDDDDDDD D D D D D D D D D D D D D D D D D D D W W W W W W W W W WWWWWWWWWW W W W W W V V OAKESDALE AVE SW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWFH EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP CB CB CB CB STA 18+00STA 18+50STA 19+00STA 19+50STA 20+00STA 20+50STA 21+00MATCH LINESEE SHEET 9MATCH LINESEE SHEET 11SCALE: 1"=20' 0'10'20'40' N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 2 1 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT AND LEAVE FIBER STORAGE DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST (410' DIRECTIONAL DRILL) 405' DIRECTIONAL D R I L L 1 1 SIDEWALK SIDEWALK V COM 2 SSSSSSSSSSSSSSSSS 3' 4' 1R RESTORATION NOTES: RESTORE LANDSCAPE TO CITY OF RENTON SPECIFICATIONS 1R 11' 11' 11' 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 10 14 MFP21001822 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S DD DD D D D D D D D D D D D D D D D D D W W W W W W W W W W W M V V ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWFH EOP EOP EOP EOP EOP EOPEOPEOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPCB CB STA 21+50STA 22+00STA 22+50STA 23+00STA 23+50STA 24+00MATCH LINE SEE SHEET 12 MATCH LINESEE SHEET 10SCALE: 1"=20' 0'10'20'40' NPROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST OAK E S D A L E A V E S W (405' D I R E C T I O N A L D R I L L ) 350' D I R E C T I O N A L D R I L L 1 SIDE W A L K V COM 2 3'4' 2 1 CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT AND LEAVE FIBER STORAGE 1R RESTORATION NOTES: RESTORE LANDSCAPE TO CITY OF RENTON SPECIFICATIONS 1R 11' 10' 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 11 14 MFP21001822 SSSS D D D D D D DDDDD W W W W W W W W W W W W RO W RO W RO W RO W RO W RO W RO W ROWFH EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPCB CB STA 24+50STA 25+00MATCH LINESEE SHEET 13MATCH LINE SCALE: 1"=20' 0'10'20'40' N SEE SHEET 11 PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST OA K E S D A L E A V E S W 1 CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. (35 0 ' D I R E C T I O N A L D R I L L ) 1 SID E W A L K 10' 10' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 12 14 MFP21001822 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS S SDDDD DDDDDDDDDDDDDDDW W W W W W W W W W W W W WWWWW WWWWWWWWWW W W W W V V V V V ROWRO W RO W RO W RO W RO W ROW RO W RO W RO W RO W RO W ROW ROWFH EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOP EOP EOP EOP EO P EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPCB D D V CO M STA 25+50STA 26+00STA 26+50STA 27+00STA 27+50STA 28+00STA 28+50MATCH LINESEE SHEET 12MATCH LINESEE SHEET 14N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST OA K E S D A L E A V E S W 2 1 CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT & LEAVE FIBER STORAGE 275' D I R E C T I O N A L D R I L L (350 ' D I R E C T I O N A L D R I L L ) MO N S T E R R D S W MONSTER RD SW2 1 1 DRIVEWAYSCALE: 1"=20' 0'10'20'40' SID E W A L KSIDEWALKSIDEW A L K SID E W A L K SID E W A L K SIDEW A L K V CO M 2 4'3' 4'2' 1R RESTORATION NOTES: RESTORE LANDSCAPE TO CITY OF RENTON SPECIFICATIONS 1R 1R 10' 10' 6' 16' 40' 40' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 13 14 MFP21001822 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDW W W W W W W W W WWWW W W W WWWWWWW W M M V V V V V V ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW RO W RO W RO W RO W RO W RO W FH EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCB CB V COM STA 29+00STA 29+50STA 30+00STA 30+50STA 31+00STA 31+50STA 32+00MATCH LINESEE SHEET 13SCALE: 1"=20' 0'10'20'40' N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION POTHOLE DISCLAIMER DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF OAKESDALE AVE SW & SW 7TH ST 2 1 CONSTRUCTION NOTES: DIRECTIONAL DRILL (2) 4" CONDUITS & PULL (1) 96 CT FIBER THROUGH. SET NEW 24"X36" VAULT. INSTALL NEW SPLICE CASE & TRANSITION FROM 96 CT FIBER TO 48 CT FIBER. DIRECTIONAL DRILL (1) 4" CONDUITS & PULL (1) 48 CT FIBER THROUGH. 275' D I R E C T I O N A L D R I L L75' DIRECTIONAL DRILLMO N S T E R R D S W 2 1 3 DRI V E W A Y SID E W A L K SIDE W A L K SID E W A L K 3 4' 2' 1R RESTORATION NOTES: RESTORE LANDSCAPE TO CITY OF RENTON SPECIFICATIONS 1R 12'7' 14'7' 35' 35' COMCAST OF DATE REVISION BY QC CANNON COMPANIES RENTON, WA 98057 4/7/2021 MK AG AMAZON CORPORATE 601 MONSTER RD SW 0000596919 DESIGN 14 14 MFP21001822