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HomeMy WebLinkAboutMFP21004889.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21004889 IVR Number: 21004889 Permit Information Permit Name: NORTH RENTON_SEG 48A_ 48B Address/Location:10/07/2021Application Date:2146100015Parcel Number: 700 POWELL AVE SW Permit Type:11/15/2021Issue Date:Franchise Permit Work Class:11/15/2022Expiration Date:Minor Utility Job Number: North Renton Seg 48A 48BFranchise Type:Telephone Description: PROPOSING TO PROOF THEN PLACE OR REPLACE ANY EXISTING AVAILABLE 1.25" CTL INNERDUCT CONDUIT WITH (1) 2"X3 MAXCELL CONDUIT. PULL FIBER CABLE THROUGHOUT. Contacts Name Address PhoneTypeBilling Michael Karalus Waeco 18543 Cascade View Dr SE Monroe, WA 98272 ApplicantX Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 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 PROLOGIS LP-RE TAX 1800 WAZEE STREET #500 DENVER , CO 80202 Owner 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 Michael Karalus 700 Powell Ave SW PROPOSING TO PROOF THEN PLACE OR REPLACE EXISTING AVAILABLE CONDUIT (425)408-2595 michael.karalus@waecoeng.com North Renton_Seg 48A_48B X X Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 10/07/21 WITH (1)-2"X3 MAXCELL CONDUIT ALONG HOUSER WAY N AND PULL FIBER THROUGHOUT. Scott Warlick 11/15/2021 MFP21004889 This Work is approved for proof and pull only. No new hard surface cuts to be made as part of this work. 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 700 Powell Ave SW Waeco Construction LLC Michael Karalus (425) 408-2595 18543 Cascade View Dr SE Monroe/ WA 98272 X X PROPOSING TO PROOF THEN PLACE OR REPLACE EXISTING AVAILABLE CONDUIT WITH (1)-2"X3 MAXCELL CONDUIT ALONG HOUSER WAY N AND PULL FIBER THROUGHOUT. North Renton_Seg 48A_48B Scott Warlick CED 11/15/2021 MFP21004889 Monday - Friday 8:00AM - 3:00PM 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 10/07/2021 Page 1 of 1 North Renton Seg 48A, 48B Overview Map MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 1 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT.SPEEDLIMIT35 R2 - 35 25 R7 - T39R7 - T3936" x 24" R7-T39 NO PARK POWELL AVE SW SW 10TH ST 20' 20' SW GRADY WAY WORK AREA W1 - 4W1-4R X* X* X* ROADWORK AHEAD W20 - 1W20-1 LANE SHIFT AHEAD W5-5 X* ROADWORK AHEAD W20 - 1 W20-1 11' MIN 11' MIN X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEAD ALLOW DRIVEWAYACCESS BETWEENCONES W4-119R L/2*50'-100' 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. SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS W4-119L 981 950 MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 2 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT. WORK AREA R7-T39 NO PARK R7 - T39R7 - T3936" x 24" SPEEDLIMIT35 R2 - 35 25 941 923 900900950 20' 20' POWELL AVE SW SW GRADY WAY X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEAD W1 - 4W1-4R X*X*X* ROADWORK AHEAD W20 - 1W20-1 LANE SHIFT AHEAD W5-5 W4-119R W4-119L 11' MIN L/2*50'-100' 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.SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS ALLOW DRIVEWAYACCESS BETWEENCONES 11' MIN MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 3 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT. 900 841-935 900 700 700 700 711-901 SPEEDLIMIT35 R2 - 35 25 20' 20' R7 - T39R7 - T3936" x 24" R7-T39 NO PARK WORK AREA POWELL AVE SW SW 7TH ST X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEAD W1 - 4W1-4R X*X*X* ROADWORK AHEAD W20 - 1W20-1 LANE SHIFT AHEAD W5-5 W4-119R W4-119L 11' MIN L/2*50'-100' 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. SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE 11' MIN MFP21004889 Page 1 of 1 12'11'12'12' 20' 20'RRRRLEGEND NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 4 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT. R7-T39 NO PARK R7 - T39R7 - T3936" x 24" SPEEDLIMIT35 R2 - 35 25 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. 4' MIN POWELL AVE SW SW 7TH STSPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE W1 - 4W1-4R X*X*X* ROADWORK AHEAD W20 - 1W20-1 LANE SHIFT AHEAD W5-5 X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEAD X* ROADWORK AHEAD W20 - 1 W20-1 X* ROADWORK AHEAD W20 - 1 W20-1 11' MIN 11' MIN 50'-100' MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 5 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT.SPEEDLIMIT35 R2 - 35 30 12' 11' 12' 12' 850 875 875 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. SW 7TH ST THOMAS AVE SWRRRRRRRRWORK AREA ARROWBOARD ROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X* X* ROADWORK AHEAD W20 - 1 W20-1 L*SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE X* ROADWORK AHEAD W20 - 1 W20-1 MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 6 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT.SPEEDLIMIT35 R2 - 35 30 RRRR12' 11' 12' 12' 39' SW 7TH ST SENECA AVE SW600 600 601 601 601 600 550 WORK AREA ARROWBOARD SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONEROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X*ALLOW DRIVEWAYACCESS BETWEENCONES SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS X* ROADWORK AHEAD W20 - 1 W20-1 L* 50'-100' 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* ROADWORK AHEAD W20 - 1 W20-1 MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 7 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT. 12' 12' 12' 11' 11'11'12'12' 500 500 743 722 722722 SW 7TH ST LIND AVE SWSPEEDLIMIT35 R2 - 35 30 WORK AREA ROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X* X* ROADWORK AHEAD W20 - 1 W20-1 ARROWBOARD L* 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. 50'-100' X* ROADWORK AHEAD W20 - 1 W20-1 MFP21004889 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK 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 ACCORDANCE 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 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL 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 FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE CONDUIT TRAFFIC CONTROL PLAN 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 DATALONGITUDINAL BUFFER SPACE = BSPEED (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 Page 8 of 8 TCP COMPLETED: OCT. 7, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: POWELL AVE SWJOB ADDRESS: 700 POWELL AVE SW,RENTON, WA 98057DESCRIPTION: PROPOSING TO REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCTCONDUIT WITH (1)-2"X3 MAXCELL CONDUIT.SPEEDLIMIT35 R2 - 35 30 WORK AREA HARDIE AVE SWSW 7TH ST 11' 11' 12' 11' 11' 707105225 ARROWBOARD RAINIER AVE S DETOUR M4 - 9B DETOUR M4 - 9B SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE 50'-100' W4-119L L* X* ROADWORK AHEAD W20 - 1 W20-1 X* ROADWORK AHEAD W20 - 1 W20-1 ROADWORK AHEAD W20 - 1 W20-1 X* X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5RW4 - 2W4-2R X* ROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X* SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 ALLOW DRIVEWAYACCESS BETWEENCONES MFP21004889 ADDRESS: 700 POWELL AVE SW, RENTON, WA 98057PROJECT NAME: NORTH RENTON_SEG 48A_ 48BSITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673AARON DIEDRICHSENGINEER MANAGERWAECO ENGINEERINGAARON@WAECOCONSTRUCTION.COM425.327.64041 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4 - CONDUIT OVERVIEW5 - PROJECT OVERVIEWSCOPE OF WORK:BASIC MAP SHOWING 5015' OF EXISTINGCENTURY LINK CONDUIT.PROPOSING TO PROOF THEN PLACE ORREPLACE ANY EXISTING AVAILABLE 1.25" CTLINNERDUCT CONDUIT WITH (1)-2"X3 MAXCELLCONDUIT. PULL FIBER CABLE THROUGHOUT.COVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_SEG48A_48B_CTL_PROOFING\CAD DATA\NORTH RENTON_PRINTS-BASIC CTL-APP 3.DWGSHEET #PROJECT NUMBER: NORTH RENTON_SEG48A_ 48BEXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----700 POWELL AVE SW,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE04/27/21TECHENGMCKAJDMCKJJP----------------WAECO ENGINEER08/13/21--------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF5SHEET 3VICINITY MAPINTERSTATE - 405RAINIER AVE S OAKESDALE AVE SWS GRADY WAY BENSON DR S STATE ROUTE - 900S 3RD STINTERURBAN AVE SMFP21004889 RISERPOLE ANCHOR/DOWN GUY - EXISTINGPOLE ANCHOR/DOWN GUY - PROPOSEDSTREET LIGHT POSTMISC. UTILITYUTILITY POLE - EXISTINGPOLE - PROPOSEDGROUND/BONDTREEFIRE HYDRANTBUSHSTORAGE - EXISTINGSTORAGE - PROPOSEDSPLICE POINT - PROPOSEDSPLICE POINT - EXISTINGPULBOX - PROPOSEDVAULT - EXISTINGVAULT - PROPOSEDAERIAL FIBER - EXISTINGCONDUIT - EXISTINGAERIAL FIBER - PROPOSEDCONDUIT - PROPOSEDGASWATERTELEPHONEELECTRICSANITARY SEWER (SEW)STORM DRAINFENCECABLE TVSTEAMOILUNKNOWN UTILITYPVCSTA.RGSRIGID GALVANIZED STEEL CONDUITPOLY VINYL CHLORIDESTATIONMHMPHDPEJBHHHANDHOLEJUNCTION BOXMILE POSTHIGH DENSITY POLYETHYLENEMANHOLEROWRIGHT OF WAYCATCH BASIN/INLETFIBER DISTRIBUTION PANEL - EXISTINGRIGHT OF WAYFIBER DISTRIBUTION PANEL - PROPOSEDPOLE TABLE/ ATTACHMENT CALLOUT SEQUENTIAL CALLOUTSEQUENTIAL IN TAIL CALLOUTSEQUENTIAL TAIL OUT CALLOUTPROPOSED DOWN GUY ON EXISTING ANCHOR#F#F#FGRAVEL/ ROCK WALLSIDEWALKBRICKWATEREDGE OF PAVEMENTCURBFIBER OPTICTELECOMMUNICATIONSPEDESTAL - EXISTINGPEDESTAL - PROPOSEDPARCEL BOUNDARYUTILITY ENDSUTILITY CONTINUESHEDGESTREET LIGHTPHOTO MARKERSTATION LINEBORE PITPD-##PEDESTAL-NUMBERVT-##VAULT-NUMBERUP-##UTILITY POLE-NUMBERLEGEND#PULLBOX - EXISTINGCONCRETE RESTORATIONASPHALT RESTORATIONASPHALT OVER PCC RESTORATIONLANDSCAPE RESTORATION2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_SEG48A_48B_CTL_PROOFING\CAD DATA\NORTH RENTON_PRINTS-BASIC CTL-APP 3.DWGSHEET #PROJECT NUMBER: NORTH RENTON_SEG48A_ 48BEXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----700 POWELL AVE SW,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE04/27/21TECHENGMCKAJDMCKJJP----------------WAECO ENGINEER08/13/21--------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF5AERIAL FIBER - OVERLASHTRAFFIC ARM/STOP LIGHTPX MFP21004889 GENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_SEG48A_48B_CTL_PROOFING\CAD DATA\NORTH RENTON_PRINTS-BASIC CTL-APP 3.DWGSHEET #PROJECT NUMBER: NORTH RENTON_SEG48A_ 48BEXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----700 POWELL AVE SW,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE04/27/21TECHENGMCKAJDMCKJJP----------------WAECO ENGINEER08/13/21--------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF5MFP21004889 CONDUITOVERVIEW4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_SEG48A_48B_CTL_PROOFING\CAD DATA\NORTH RENTON_PRINTS-BASIC CTL-APP 3.DWGSHEET #PROJECT NUMBER: NORTH RENTON_SEG48A_ 48BEXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----700 POWELL AVE SW,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE04/27/21TECHENGMCKAJDMCKJJP----------------WAECO ENGINEER08/13/21--------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF5CONSTRUCTION NOTES1CONTRACTOR TO PROOF THEN PLACE OR REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCT CONDUIT WITH(1)-2"X3 MAXCELL CONDUIT.11MFP21004889 PROJECTOVERVIEW5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_SEG48A_48B_CTL_PROOFING\CAD DATA\NORTH RENTON_PRINTS-BASIC CTL-APP 3.DWGSHEET #PROJECT NUMBER: NORTH RENTON_SEG48A_ 48BEXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----700 POWELL AVE SW,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE04/27/21TECHENGMCKAJDMCKJJP----------------WAECO ENGINEER08/13/21--------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF5CONSTRUCTION NOTES1CONTRACTOR TO PROOF THEN PLACE OR REPLACE ANYEXISTING AVAILABLE 1.25" CTL INNERDUCT CONDUIT WITH(1)-2"X3 MAXCELL CONDUIT.112EXISTING CTL/ LUMEN MANHOLE LOCATION22222222MFP21004889This Work is approved forproof and pull only. No newhard surface cuts to be madeas part of this work.