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Home My WebLink AboutMFP25000172.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25000172 IVR Number: 25000172 Permit Information Permit Name: ExteNet Systems - Houser Way Address/Location:01/13/2025Application Date:0823059168Parcel Number: 925 HOUSER WAY N Permit Type:01/30/2025Issue Date:Franchise Permit Work Class:01/30/2026Expiration Date:Major Utility Job Number: Renton Fiber Phase 1Franchise Type:Telephone Description: ExteNet Systems Inc. master franchise agreement, ORD 6013; INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N VIA TRENCHING AND BORE. PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling RaeAnn Anderson Ahead Engineering LLC PO Box 453 Castle Rock, WA 98611 B: (253) 298-0230ApplicantX Matthew Smith ExteNet Systems LLC H: (253) 592-1299 C: (253) 592-1299 Contact M&L Construction INC PO Box 6311 Spokane, WA 99217 B: (509) 991-4129Contractor Business License Number: 61643Construction Contractor: MLCONI*063N9 Matthew Smith ExteNet Systems LLC H: (253) 592-1299 C: (253) 592-1299 Emergency Contact Extenet Systems INC 3030 Warrenville Rd, 340 Lisle, IL 60532 Owner Accounts Payable attn. Joe Milone Extenet Systems LLC - specialized 3030 Warrenville Rd Lisle, IL 60532 B: (425) 326-6050Specialized Billing 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 425.235.7736) (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 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: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 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: x x Renton Phase 1 Fiber MFP25000172 925 Houser Way N 2/10/2025 3/10/2025 07:00am 5:00pm M&L Construction Inc Bobby Bardossas 201-682-2299 Install proposed (2) 2" conduits and vaults along Houser Way N Pull 432F cable through existing and proposed conduit and vaults per plans Approval By: _________________________________________________ Date:____________________ Transportation Engineering Monday Friday Scott Warlick CED 8:00am 3:00pm 1/30/2025 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 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. 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 a minimum of five business days (excluding weekends and holidays) prior to starting any work. Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. 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. 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 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) 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 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). Raeann Anderson 1.30.2025Raeann Anderson 1TCP-B1 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORKNSIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTION VEHICLE TRAFFIC CONTROL FLAGGER VEHICLE TRAFFIC CONTROL FLAGGER W20-1 36"x36" ROAD WORK AHEAD ONE LANE ROAD AHEAD W20-4 36"x36" W20-7 36"x36" W1-4(R) 36"x36" W1-4(R) 36"x36" CONTRACTOR TO MAINTAIN ACCESS TO PEDESTRIAN WALKWAY. SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE. 4' (MIN) WALKWAY CLEARANCE W20-1 36"x36" ROAD WORK AHEAD ONE LANE ROAD AHEAD W20-4 36"x36" W20-7 36"x36" PHONE 2 0 6- 6 8 4- 5 4 4 4 NAME OF FI R M X X X - X X X - X X X X R7-T39 36"x24" BOTH SIDES OF STREET Existing Sidewalk Existing Curbline Building Line Parkin g L ot Entran c e/ E xit Parkin g L o t Entran c e / E xit WORK VEHICLE WORK ZONE IMPACT ZONE CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE C B A C B A 11' MIN. 50'-100' 50'-100' 20 20 HOUS E R W A Y N - 2 5 M P H MFP25000172 2TCP-B2.1 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORKNSIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTION MATCHLINE A-AW20-1 36"x36" ROAD WORK AHEAD BE PREPARED TO STOP W3-4 36"x36" W20-7 36"x36" W1-4(L) 36"x36" W20-1 36"x36" ROAD WORK AHEAD W20-7 36"x36" W20-1 36"x36" ROAD WORK AHEAD BE PREPARED TO STOP W3-4 36"x36" W20-7 36"x36" PHONE 20 6- 6 8 4 - 5 4 4 4 NAME OF F I R M X X X- X X X - X X X X R7-T39 36"x24" BOTH SIDES OF STREET Existing Sidewalk Existing Curbline Building Line Signalized Intersection Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t WORK VEHICLE (TYP) WORK ZONE (TYP) IMPACT ZONE (TYP) SIGNAL TO BE SET TO FOUR WAY RED FLASHING MODE. OFFICER REQUIRED TO MONITOR / CONTROL TRAFFIC WHEN WORKING IN INTERSECTION. C B A C B A L/2 CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE C B A 11' MIN. 11' MIN. HOUSE R W A Y N - 2 5 M P H HOU S E R W A Y B Y P A S S - 2 5 M P H N 8TH ST - 25 MPHW20-7 36"x36" BE PREPARED TO STOP W3-4 36"x36" MFP25000172 3TCP-B2.2 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORKNSIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTIONMATCHLINE A-AHOUSE R W A Y N - 2 5 M P H W20-1 36"x36"ROAD WORK AHEAD W1-4(R) 36"x36" W1-4(R) 36"x36" PHONE 206- 6 8 4- 5 4 4 4 NAME OF FIRM X X X - X X X - X X X X R7-T39 36"x24" BOTH SIDES OF STREET Existing Sidewalk Existing Curbline Building Line Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parking L o t Entrance/ E x i t Parking L o t Entrance / E x i t Parking L o t Entrance / E x i t Parkin g L o t Entran c e / E xi t CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE WORK VEHICLE (TYP) WORK ZONE (TYP) IMPACT ZONE (TYP) B A L/2 11' MIN. 11' MIN. MFP25000172 4TCP-B3 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORK N SIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTION W20-1 36"x36" ROAD WORK AHEAD LEFT TURN LANE CLOSED AHEADW20-5 36"x36" W20-1 36"x36" ROAD WORK AHEAD W20-1 36"x36" ROAD WORK AHEAD W20-1 36"x36" ROAD WORK AHEAD Existing Sidewalk Existing Curbline Building Line Signalized Intersection WORK VEHICLE WORK ZONE IMPACT ZONE SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE. 4' (MIN) WALKWAY CLEARANCE L A A B A A L 11 11 11 11 2020HOUSER WAY N - 25 MPH N 8TH ST - 25 MPH MFP25000172 5TCP-B4 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORK N SIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTION W20-1 36"x36" ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD W20-5 36"x36" W4-2R 36"x36" W20-1 36"x36" ROAD WORK AHEAD SIDEWALK CLOSED AHEAD CROSS HERE R9-11L 30"x30" SIDEWALK CLOSED AHEAD CROSS HERE R9-11R 30"x30" (2) SIDEWALK BARRICADES. FLASHING LIGHT FOR NIGHT TIME CLOSURE. BARRICADE LENGTH EQUAL TO FULL WIDTH OF SIDEWALK Existing Sidewalk Existing Curbline Building Line Signalized Intersection WORK VEHICLE WORK ZONE IMPACT ZONE PEDESTRIAN ROUTING A A B CL 11 11 11 11 ►►►►►►►►►►►►►►►►►►►►►►►►◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄N 8TH ST - 25 MPHGARDEN AVE N - 25 MPHMFP25000172 6TCP-B5 TRAFFIC CONTROL PLAN TCP REQUIREMENTSTEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH POSTED SPEED < 45 MPH POSTED SPEED (MPH) LENGTH (FEET) L=W•S (W = LANE WIDTH & S = POSTED SPEED) L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) 155 200 250 305 360 425 25 30 35 40 45 50 ROLL-AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM POSTED SPEED (MPH) TAPER TANGENT MAXIMUM CHANNELIZING DEVICE SPACING (FEET) 35 / 45 30 60 25 / 30 20 40 50 / 70 40 80 55 - 60 - 65 - 70 - 1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 9.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 10.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED). 11.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 12.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION 13."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 14.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 15.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 16.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. CHANNELIZING DEVICESHIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND IDENTIFICATION NUMBER ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) CHANNELIZATION DEVICE SPACING (FT) MPH 50 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL EXTENET CONTACT: STREET USE PERMIT #: TBD SCOPE OF WORK N SIGN LEGEND ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. *ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. **ADVANCED WARNING SIGNS IF FEASIBLE. 100 ft 350 ft 500 ft 1,000 ft 100 ft 350 ft 500 ft 1,500 ft 100 ft 2,640 ft A B C 350 ft 500 ft DISTANCE BETWEEN SIGNS**ROAD TYPE URBAN (LOW SPEED)* URBAN (HIGH SPEED)* RURAL EXPRESSWAY / FREEWAY 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FORSUBMISSION AHEAD ENGINEERING 11/08/24 DATE: 11/08/2024 AE PROJECT #: EXT-24RNTFIX OF 6 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: RJP ROBERT PIETROCOLA TRAFFIC CONTROL SUPERVISOR ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS.MATTHEW SMITH 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 P:253.592.1299 MATTHEW.SMITH@EXTENETSYSTEMS.COM UNIFORMED POLICE OFFICER FOR CONTROLLED INTERSECTION W20-1 36"x36" ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD W20-5 36"x36" W4-2R 36"x36" W20-1 36"x36" ROAD WORK AHEAD W20-1 36"x36" ROAD WORK AHEAD N 8TH ST - 25 MPH GARDEN AVE N - 25 MPHExisting Sidewalk Existing Curbline Building Line Signalized Intersection WORK VEHICLE WORK ZONE IMPACT ZONE SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE. 4' (MIN) WALKWAY CLEARANCE 11 11 11 11 C B A L A A MFP25000172 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 Existing Light, Upper And Lower Case Lettering When Labeling Existing Features Light Lines Represent Existing Features PROPOSED BOLD, UPPER CASE LETTERING WHEN LABELING PROPOSED FEATURES DARK LINES REPRESENT PROPOSED FEATURES APPLICABLE CODES AND STANDARDS PROJECT SUMMARY SCOPE OF WORKDWG. TITLEDWG. SITE ADDRESS: APPLICANT: CONTACT: ENGINEER: CONTACT: 925 HOUSER WAY N, RENTON, WA 98057 EXTENET SYSTEMS, INC. 5844 JOHN HICKMAN PKWY, SUITE 600 FRISCO, TX 75034 MATTHEW SMITH (253) 592-1299 AHEAD ENGINEERING LLC 27 PINE HILL RD ANNANDALE, NJ 08801 ADAM BRULINSKI (908) 325-1775 LOCATION MAP NOT TO SCALE S1-S8 SITE PLAN N T1 COVER PAGE GN1 GENERAL NOTES TYPICAL DRAFTING STANDARDS 1T1 COVER PAGE L1 LEGEND AND BOM ADDRESS: 925 HOUSER WAY N, RENTON, WA 98057 RENTON FIBER HOUSER WAY PHASE 1 D1-D3 DETAILS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: ELECTRICAL CODE: 2021 INTERNATIONAL BUILDING CODE, AS AMENDED BY 2023 NATIONAL ELECTRIC CODE (NEC) THE STATE OF WASHINGTON 2020 WASHINGTON CITIES ELECTRICAL CODE MECHANICAL CODE:LIGHTNING PROTECTION CODE: 2021 INTERNATIONAL MECHANICAL CODE, AS AMENDED BY NFPA 780 - LATEST EDITION, STANDARD FOR THE THE STATE OF WASHINGTON INSTALLATION OF LIGHTING PROTECTION SYSTEMS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST APPROVED OF THE FOLLOWING STANDARDS: IEEE C2 NATIONAL ELECTRIC SAFETY CODE (NESC) LATEST EDITION CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS (LATEST) WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON (LATEST) RENTON MUNICIPAL CODE (2024) AASHTO LFRD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS 2015 WITH 2018 INTERIMS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTIONS AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2023; 11TH EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AMERICAN CONCRETE INSTITUTE (ACI) 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, FIFTEENTH EDITION 2017, AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS A LOCAL GOVERNMENT OFFICIAL'S GUIDE TO TRANSMITTING ANTENNA RF EMISSION SAFETY: RULES, PROCEDURES, AND PRACTICAL GUIDANCE (2000) FEDERAL COMMUNICATIONS COMMISSION, LOCAL AND STATE GOVERNMENT ADVISORY COMMITTEE TIA-222-H, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES, TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS AMERICAN WELDING SOCIETY (AWS) D1.1, 24TH EDITION, 2020 STRUCTURAL WELDING - STEEL; D1.2, 6TH EDITION, 2014 STRUCTURAL WELDING CODE - ALUMINUM; AND D1.3, 6TH EDITION, 2018 STRUCTURAL WELDING CODE - SHEET STEEL INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA) ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION AMERICANS WITH DISABILITIES ACT, AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ·INSTALL PROPOSED (2) 2" CONDUITS AND VAULTS ALONG HOUSER WAY N. ·PULL 432F CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND VAULTS PER PLANS. S1 S2 S3 S4 S5 S6S7S8 MFP25000172This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 2GN1 GENERAL NOTES 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 GENERAL NOTES PART 1 - GENERAL REQUIREMENTS 1.1 THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO THE FOLLOWING: A.GR-63-CORE NEBS REQUIREMENTS: PHYSICAL PROTECTION B.GR-78-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE OF TELECOMMUNICATIONS EQUIPMENT. C.NATIONAL ELECTRICAL SAFETY CODE (NESC). D.NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS (NFPA) INCLUDING NFPA 70 (NATIONAL ELECTRICAL CODE - "NEC"). E.NFPA 101 (LIFE SAFETY CODE). F.AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM). G.INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE). H.DOT STANDARD SPECIFICATIONS; STANDARD DETAILS OF CONSTRUCTION; RULES OF THE HIGHWAY OPERATIONS; GUIDELINES FOR THE DESIGN OF INFRASTRUCTURE COMPONENTS (AS APPLICABLE). 1.2 DEFINITIONS: A.WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT DOCUMENTS. B.SWF: SMALL WIRELESS FACILITY C.COMPANY: APPLICANT D.ENTITY: AN ENTITY WHICH HAS BEEN GRANTED THE RIGHT TO INSTALL TELECOMMUNICATIONS EQUIPMENT AND FACILITIES ON CITY OWNED STREETLIGHT POLES AND TRAFFIC SIGNAL POLES E.ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E". THE DESIGN PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT. F.CONTRACTOR: CONSTRUCTION CONTRACTOR; CONSTRUCTION VENDOR; INDIVIDUAL OR ENTITY WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK. G.THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY THE COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC TASKS RELATED TO BUT NOT INCLUDED IN THE WORK. 1.3 POINT OF CONTACT: COMMUNICATION BETWEEN THE COMPANY AND THE CONTRACTOR SHALL FLOW THROUGH THE SINGLE COMPANY SITE DEVELOPMENT SPECIALIST OR OTHER PROJECT COORDINATOR APPOINTED TO MANAGE THE PROJECT FOR THE COMPANY. 1.4 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL TIMES DURING PERFORMANCE OF THE WORK. 1.5 DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES, AND THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATIONS THROUGH CONSTRUCTION COMPLETION. A.THE JOBSITE DRAWINGS, SPECIFICATIONS AND DETAILS SHALL BE CLEARLY MARKED DAILY IN PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE DOCUMENTS. AT CONSTRUCTION COMPLETION, THE JOBSITE MARKUP SET SHALL BE DELIVERED TO THE COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE FORWARDED TO THE COMPANY'S A&E VENDOR FOR PRODUCTION OF "AS-BUILT" DRAWINGS. 1.6 USE OF JOB SITE: THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION AND RELATED OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, TEMPORARY FACILITIES, AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE PERMITTED BY THE CONTRACT DOCUMENTS. 1.7 NOTICE TO PROCEED: A.NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED. B.UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM ALL WORK NECESSARY TO PROVIDE COMPANY WITH AN OPERATIONAL WIRELESS FACILITY. 1.8.CONTRACTOR SHALL REPAIR ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION AND SHALL COORDINATE REPAIRS WITH THE APPLICABLE UTILITY COMPANY. 1.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 1.10.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF TRASH AND CONSTRUCTION DEBRIS AT THE END OF EVERY WORK DAY. 1.11.STANDARDS AND SPECIFICATIONS OF AUTHORITY HAVING JURISDICTION SHALL APPLY TO ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 1.12.CONTRACTOR MUST RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO THEIR PREVIOUS CONDITION AFTER THE COMPLETION OF EACH WORK PHASE AND SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. 1.13.DO NOT SCALE DRAWINGS. ROUTING SHOWN IN THESE CONSTRUCTION DOCUMENTS WAS COMPLETED WITHOUT AN UNDERGROUND UTILITY SURVEY IS APPROXIMATE. UNDERGROUND CONDITIONS MAY RESULT IN AN ALTERNATE ROUTE AND THE CONTRACTOR IS TO UTILIZE THE MOST EFFICIENT ROUTING DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING FIELD CHANGES WITH THE AHJ. 1.14.THE LOCATION OF UTILITIES ARE ONLY APPROXIMATE, BASED ON AVAILABLE AND PROVIDED G.I.S. DATA, AND FIELD MEASUREMENTS WHERE POSSIBLE. AHEAD ENGINEERING, LLC HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. 1.15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. PART 2 - EXECUTION 2.1 TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE POTABLE WATER, HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. 2.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK. 2.3 TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE AS INDICATED HEREWITH, ON THE CONSTRUCTION DRAWINGS, AND IN THE INDIVIDUAL SECTIONS OF THESE SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA FOR COMPANY'S TEST AGENCY. 2.4 COMPANY FURNISHED MATERIAL AND EQUIPMENT: ALL HANDLING, STORAGE AND INSTALLATION OF COMPANY FURNISHED MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. A.CONTRACTOR SHALL PROCURE ALL OTHER REQUIRED WORK RELATED MATERIALS NOT PROVIDED BY COMPANY TO SUCCESSFULLY CONSTRUCT A WIRELESS FACILITY. 2.5 DIMENSIONS: CONTRACTOR SHALL VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. 2.6 EXISTING CONDITIONS: CONTRACTOR SHALL NOTIFY THE COMPANY REPRESENTATIVE OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND ENGINEER. 2.7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN WITHIN THESE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. 2.8 PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES THAT MAY BE REQUIRED BY TRAFFIC CONTROL PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE AUTHORITY HAVING JURISDICTION. 2.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, SHORING, TRAFFIC CONTROL, AND SECURITY. 2.10 THE CONTRACTOR SHALL HAVE ONE (1) STAMPED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPLICABLE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND OTHER RELEVANT DOCUMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 2.11 THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE AUTHORITY HAVING JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OF ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, IF NEEDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. PART 3 - RECEIPT OF MATERIAL & EQUIPMENT 3.1 RECEIPT OF MATERIAL AND EQUIPMENT: CONTRACTOR IS RESPONSIBLE FOR COMPANY PROVIDED MATERIAL AND EQUIPMENT AND UPON RECEIPT SHALL: A.ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT. B.VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. C.TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED IN AGREEMENT. D.RECORD ANY DEFECTS OR DAMAGES WITHIN TWENTY-FOUR HOURS AFTER RECEIPT AND REPORT TO COMPANY OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. E.PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING. F.COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE. PART 4 - GENERAL REQUIREMENTS FOR CONSTRUCTION 4.1 CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. 4.2 EQUIPMENT AREA SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF DEBRIS. 4.3 CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE ANY HAZARDOUS CONDITION. A.IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HAS NOT BEEN ABATED OR OTHERWISE MITIGATED, CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION BY COMPANY. B.CONTRACTOR AGREES TO USE CARE WHILE ON THE SITE AND SHALL NOT TAKE ANY ACTION THAT WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD. 4.4 CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREA OUTSIDE THE PROJECT LIMITS BE AFFECTED BY CONTRACTOR'S ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY RETURN THEM TO ORIGINAL CONDITION. 4.5 CONDUCT TESTING AS REQUIRED HEREIN. 4.6 INSTALLATION, MAINTENANCE, AND REPAIR UNDER ENERGIZED CONDITIONS SHALL BE CONDUCTED USING APPROPRIATE INSULATED EQUIPMENT SUCH AS RUBBER GLOVES, SLEEVES, AND TEMPORARY RUBBER CONDUCTOR INSULATION TO LIMIT SERVICE INTERRUPTIONS. 4.7 ALL HARDWARE USED TO SUPPORT THE EQUIPMENT SHALL BE GALVANIZED IN NEW CONDITION, MADE BY A REPUTABLE MANUFACTURER, DESIGNED SPECIFICALLY FOR THE INTENDED USE AND CAPABLE OF WITHSTANDING ALL DESIGNED LOADS. 4.8 ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, AND RUNNING OF TRUCKS, AND EARTH MOVING EQUIPMENT SHALL BE GENERALLY LIMITED TO THE TIME PERIOD APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4.9 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS IF CONSTRUCTION PRIOR TO ANY GROUND DISTURBANCE. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. PART 5 - TEST AND INSPECTIONS 5.1 TESTS AND INSPECTIONS: A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B.CONTRACTOR SHALL COORDINATE TEST AND INSPECTION SCHEDULES WITH COMPANY'S REPRESENTATIVE WHO MUST BE ON SITE TO WITNESS SUCH TESTS AND INSPECTIONS. C.THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS FOR THE TESTS TO BE DONE, EQUIPMENT TO BE USED, AND ASSOCIATED HEALTH AND SAFETY ISSUES. D.SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM DESIGN. E.ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION LINE ACCEPTANCE STANDARDS. F.ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. PART 6 - TRENCHING AND BACKFILLING 6.1 TRENCHING AND BACKFILLING: A.THE CONTRACTOR SHALL PERFORM ALL EXCAVATION OF EVERY DESCRIPTION AND OF WHATEVER SUBSTANCES ENCOUNTERED, TO THE DEPTHS INDICATED ON THE CONSTRUCTION DRAWINGS OR AS OTHERWISE SPECIFIED. B.PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR SHALL CHECK WITH THE LOCAL UTILITIES AND THE RESPECTIVE UTILITY LOCATOR COMPANIES PRIOR TO STARTING EXCAVATION OPERATIONS IN EACH RESPECTIVE AREA TO ASCERTAIN THE LOCATIONS OF KNOWN UTILITY LINES. THE LOCATIONS, NUMBER AND TYPES OF EXISTING UTILITY LINES DETAILED ON THE CONSTRUCTION DRAWINGS ARE APPROXIMATE AND DO NOT REPRESENT EXACT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LINES DAMAGED DURING EXCAVATION AND ALL ASSOCIATED OPERATIONS. ALL UTILITY LINES UNCOVERED DURING THE EXCAVATION OPERATIONS SHALL BE PROTECTED FROM DAMAGE DURING EXCAVATION AND ASSOCIATED OPERATIONS. ALL REPAIRS SHALL BE APPROVED BY THE UTILITY COMPANY OPERATIONS. ALL REPAIRS SHALL BE APPROVED BY THE UTILITY COMPANY. C.HAND DIGGING: UNLESS APPROVED IN WRITING OTHERWISE, ALL DIGGING IS TO BE DONE BY HAND. D.DURING EXCAVATION, MATERIAL SUITABLE FOR BACKFILLING SHALL BE STOCKPILED IN AN ORDERLY MANNER A SUFFICIENT DISTANCE FROM THE BANKS OF THE TRENCH TO AVOID OVERLOADING AND TO PREVENT SLIDES OR CAVE-INS. ALL EXCAVATED MATERIALS NOT REQUIRED OR SUITABLE FOR BACKFILL SHALL BE REMOVED AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. E.GRADING SHALL BE DONE AS MAY BE NECESSARY TO PREVENT SURFACE WATER FROM FLOWING INTO TRENCHES OR OTHER EXCAVATIONS, AND ANY WATER ACCUMULATING THEREIN SHALL BE REMOVED BY PUMPING OR BY OTHER APPROVED METHOD. F.SHEETING AND SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY OF PERSONNEL. UNLESS OTHERWISE INDICATED, EXCAVATION SHALL BE BY OPEN CUT, EXCEPT THAT SHORT SECTIONS OF A TRENCH MAY BE TUNNELED IF THE CONDUIT CAN BE SAFELY AND PROPERLY INSTALLED AND BACKFILL CAN BE PROPERLY TAMPED IN SUCH TUNNEL SECTIONS. EARTH EXCAVATION SHALL COMPRISE ALL MATERIALS AND SHALL INCLUDE CLAY, SILT, SAND, MUCK, GRAVEL, HARDPAN, LOOSE SHALE, AND LOOSE STONE. G.TRENCHES SHALL BE OF NECESSARY WIDTH FOR THE PROPER LAYING OF THE CONDUIT OR CABLE, AND THE BANKS SHALL BE AS NEARLY VERTICAL AS PRACTICABLE. THE BOTTOM OF THE TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF THE CONDUIT OR CABLE ON UNDISTURBED SOIL AT EVERY POINT ALONG ITS ENTIRE LENGTH. EXCEPT WHERE ROCK IS ENCOUNTERED, CARE SHALL BE TAKEN NOT TO EXCAVATE BELOW THE DEPTHS INDICATED. WHERE ROCK EXCAVATIONS ARE NECESSARY, THE ROCK SHALL BE EXCAVATED TO A MINIMUM OVER DEPTH OF 6 INCHES BELOW THE TRENCH DEPTHS INDICATED ON THE CONSTRUCTION DRAWINGS OR SPECIFIED. OVER DEPTHS IN THE ROCK EXCAVATION AND UNAUTHORIZED OVER DEPTHS SHALL BE THOROUGHLY BACK FILLED AND TAMPED TO THE APPROPRIATE GRADE. WHENEVER WET OR OTHERWISE UNSTABLE SOIL THAT IS INCAPABLE OF PROPERLY SUPPORTING THE CONDUIT OR CABLE IS ENCOUNTERED IN THE BOTTOM OF THE TRENCH, SUCH SOLID SHALL BE REMOVED TO A MINIMUM OVER DEPTH OF 6 INCHES AND THE TRENCH BACKFILLED TO THE PROPER GRADE WITH EARTH OF OTHER SUITABLE MATERIAL, AS HEREINAFTER SPECIFIED. H.BACKFILLING OF TRENCHES: TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL SPECIFIED TESTS HAVE BEEN PERFORMED AND ACCEPTED. WHERE COMPACTED BACKFILL IS NOT INDICATED THE TRENCHES SHALL BE CAREFULLY BACKFILLED WITH SELECT MATERIAL SUCH AS EXCAVATED SOILS THAT ARE FREE OF ICE, SNOW, ROOTS, SOD, RUBBISH OR STONES, DEPOSITED IN 6 INCH LAYERS AND THOROUGHLY AND CAREFULLY RAMMED UNTIL THE CONDUIT OR CABLE HAS A COVER OF NOT LESS THAN 1 FOOT. THE REMAINDER OF THE BACKFILL MATERIAL SHALL BE GRANULAR IN NATURE AND SHALL NOT CONTAIN ICE, SNOW, ROOTS, SOD, RUBBISH, OR STONES OF 2-1/2 INCH MAXIMUM DIMENSION. BACKFILL SHALL BE CAREFULLY PLACED IN THE TRENCH AND IN 1 FOOT LAYERS AND EACH LAYER TAMPED. SETTLING THE BACKFILL WITH WATER WILL BE PERMITTED. THE SURFACE SHALL BE GRADED TO A REASONABLE UNIFORMITY AND THE MOUNDING OVER THE TRENCHES LEFT IN A UNIFORM AND NEAT CONDITION. 1.100% SPOILS OFF HAUL. 2.CONFLICTS NOT MEETING REQUIRED SEPARATIONS FROM KNOWN AND UNKNOWN EXISTING ABOVE AND BELOW GROUND STRUCTURES AND UTILITIES MAY RESULT IN THE STOP OF WORK AND REQUIREMENT TO OBTAIN A DESIGN REVISION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE. 4.CHECK WITH ROW INSPECTOR FOR EXTENT OF FINAL RESTORATION LIMITS AND REQUIREMENTS. 5.CONTRACTOR SHALL HAVE THE ENGINEER OF RECORD (EOR) REVIEW THE MATERIALS PRIOR TO ORDERING. UPON REQUEST OF THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE EOR APPROVAL OF MATERIAL. 6.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 7.CONTRACTOR SHALL PROVIDE STREET SWEEPING IN ACCORDANCE WITH THE ROW INSPECTOR AS REQUIRED AT THE CONTRACTORS COST. INLET PROTECTION SHALL BE IN PLACE PRIOR TO DISTURBING THE SOIL, SAWCUTTING, OR REMOVAL OF HARDSCAPE/ROADWAY. 8.IF AN AC WATER MAIN PIPE IS BROKEN DURING EXCAVATION, THE BROKEN PIECE OF PIPE WILL NEED TO BE CUT OUT AND EACH OF THE REMAINING PIPE CAPPED WITH A ROMAC EC-501. THE PIECES OF THE AC PIPE WILL NEED TO BE DISPOSED OF AT PROPER LANDFILL AND A CHAIN OF CUSTODY RECEIPT WILL BE NEEDED FOR THE DISPOSED AC PIPE. TO HANDLE THE AC PIPE, WORKERS WILL NEED TO WAER PROPER PPE. 9.RIGHT OF WAY/PROPERTY LINE OR EDGE OF ROW EASEMENT TO BE LOCATED PRIOR TO PRE-CON. NEED TO MAINTAIN BOUNDARY DURING CONSTRUCTION. 10.APPLICANT/CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REPLACEMENT OF LOOP DETECTORS IF DAMAGED. TEMPORARY DETECTION TO BE PUT IN PLACE AS DIRECTED BY CITY SIGNALS OPERATION AT EXPENSE OF APPLICANT/CONTRACTOR. 11.ANY AND ALL TEMPORARY DISTURBANCES AND/OR NON-DISTURBANCE ACTIVITIES EXTENDING BEYOND THE PUBLIC RIGHT OF WAY AND ON TO PUBLIC/PRIVATE REAL PROPERTY MAY BE SUBJECT TO THE PERMITTEE NEEDING TO OBTAIN RIGHTS TO DO SO. THE PERMITTEE IS FULLY RESPONSIBLE AND ACCOUNTABLE FOR OBTAINING IN A MANNER AS MAY BE REQUIRED BY THE PUBLIC/REAL PROPERTY OWNER A TEMPORARY CONSTRUCTION EASEMENT OR RIGHT OF ENTRY IN ADVANCE AND FURTHER ADDRESS ALL DAMAGES AND RESTORATION AS MAY BE REQUIRED. CONSTRUCTION NOTES ·THIS IS AN UNMANNED AND RESTRICTED ACCESS FACILITY. ·NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. ·NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ·NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. ·COMPANY MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. ·ADDRESS INDICATED IS FOR NAVIGATIONAL PURPOSES ONLY. PROJECT INFORMATION ·CONTRACTOR SHALL REFER TO PERMIT FOR GENERAL AND SITE SPECIFIC CONDITIONS. ·WHERE THERE ARE CONFLICTS BETWEEN THE NOTES PROVIDED WITHIN THESE CIVIL SHEETS AND CITY CODE, STANDARDS, AND REQUIREMENTS THE CITY CODE AND MOST STRINGENT SHALL APPLY. ADDITIONAL NOTES MFP25000172 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 GAS WATER TELEPHONE ELECTRIC SANITARY SEWER (SEW) STORM DRAIN CABLE TV STEAM OIL UNKNOWN UTILITY RIGHT OF WAY/PROPERTY LINE EDGE OF PAVEMENT F/O F/O F/O FIBER OPTIC AERIAL FIBER - EXISTING STRAND - EXISTING INNERDUCT - EXISTING CONDUIT - EXISTING AERIAL FIBER - ATTACH STRAND - PROPOSED CONDUIT - PROPOSED INNERDUCT - PROPOSED RISER - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED LIGHT POST UTILITY POLE - EXISTING UTILITY POLE - PROPOSED TREE FIRE HYDRANT CULVERT WING WALL BRIDGE PULLBOX - EXISTING VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED PULLBOX - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSEDAERIAL FIBER - OVERLASH X X X X FENCE RISER - EXISTING WATER/GAS VALVE STREET LIGHT TRAFFIC LIGHT ARM TRAFFIC RATED VAULT - EXISTING(SIZE AND UTILITY TYPE MAY VARY) HANDHOLE - EXISTING(SIZE AND UTILITY TYPE MAY VARY) UTILITY POTHOLE TRAFFIC RATED VAULT - PROPOSED(SIZE MAY VARY) HANDHOLE - PROPOSED(SIZE MAY VARY) STREET SIGN SPLICE POINT - PROPOSED SPLICE POINT - EXISTING ADA RAMP BORE PIT - PROPOSED (SIZE MAY VARY) #CONSTRUCTION NOTE / RESTORATION CALLOUT WET UTILITY MANHOLE - EXISTING(SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - EXISTING(SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - PROPOSED(SIZE MAY VARY) LEGEND AND BOM LINE TYPES ABBREVIATIONS PR SEW RGS RIGID GALVANIZED STEEL CONDUIT POWER RISER SANITARY SEWER ASW CSW MH MP HDPE O/S EOP EOTW JB HH FOC BIP BSP FACE OF CURB HANDHOLE JUNCTION BOX MILE POST HIGH DENSITY POLYETHYLENE MANHOLE OFFSET ASPHALT SIDEWALK CONCRETE SIDEWALK EDGE OF PAVEMENT EDGE OF TRAVEL WAY BLACK STEEL PIPE BLACK IRON PIPE ROW RIGHT OF WAY PVC POLY VINYL CHLORIDE STA.STATION TEL TELECOM SD STORM DRAIN F/O FIBER OPTIC ELECT.ELECTRIC STM STEAM SYMBOLS GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE 3L1 LEGEND AND BOM C COMMUNICATION JUNCTION BOX - PROPOSED(SIZE MAY VARY) BILL OF MATERIALS TYPE FIBER DESCRIPTION 432 FIBER CABLE QUANTITY -3,227' CONDUIT (2) 2" CONDUITS -1,949' APPROXIMATE LENGTH (FT) VAULT 24" x 36" VAULT 1 - CONDUIT 36" x 60" VAULT 1 - MFP25000172 F/O F/O F/O F/O F/O F/O F/O F/O F/O 925 Houser Way N 919 Houser Way N F/O F/O F/O F/O F/O F /O F /OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O F/O F/O F/O F/O F/O F/OF/OF/OF/OF/O0+00 1+00 2+00 3+00 4+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 4S1 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R Existing Sidewalk Existing Curbline 62' Existing Landscape HOUSER WAY N 1 2ABC 3 A 4 A 308'4'2' 2' 3' 1' 2' CONSTRUCTION NOTES RESTORATION NOTES 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. B REPAIR CURB AND GUTTER PER CITY OF RENTON STANDARDS. SEE DETAIL 2/D2. C REPAIR ROADWAY PER CITY OF RENTON STANDARDS. SEE DETAIL 1/D2. 2 (2) PROPOSED 2" CONDUITS WITHIN OPEN TRENCH. PULL (1) 432F CABLE THROUGH PROPOSED CONDUIT. 3 (1) PROPOSED 24"x36" VAULT. PULL (1) 432F CABLE THROUGH PROPOSED VAULT. 4 (1) PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACE PER CITY OF RENTON STANDARDS. 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. 5 POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. SEE DETAIL 2/D2. MFP25000172 903 Houser Way N 915 Houser Way N F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O5+00 6+00 7+00 8+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 5S2 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R Existing Sidewalk Existing Curbline CONSTRUCTION NOTES RESTORATION NOTES 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 2 (2) PROPOSED 2" CONDUITS WITHIN OPEN TRENCH. PULL (1) 432F CABLE THROUGH PROPOSED CONDUIT. Existing Landscape HOUSER WAY N196' 4 A 1 6 EXISTING EXTENET CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 6183' 2' 1' 4 (1) PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACE PER CITY OF RENTON STANDARDS. 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. 5 2 A 16' MFP25000172 833 Houser Way N UNIT B 851 Houser Way N UNIT C 833 Houser Way N UNIT A 851 Houser Way N 833 Houser Way N 851 Houser Way N UNIT A F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O9+00 10+00 11+00 12+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 6S3 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R CONSTRUCTION NOTES RESTORATION NOTES 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 6 EXISTING EXTENET CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 6 1 4 A Existing Sidewalk Existing Curbline Existing Landscape HOUSER WAY N38'358' 2' 5' 2' 4 (1) PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACE PER CITY OF RENTON STANDARDS. 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. 5 POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. SEE DETAIL 2/D2. MFP25000172 F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O13+00 14+00 15+00 16+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 7S4 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R 1 4 A CONSTRUCTION NOTES RESTORATION NOTES 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 2 (2) PROPOSED 2" CONDUITS WITHIN OPEN TRENCH. PULL (1) 432F CABLE THROUGH PROPOSED CONDUIT. 7 EXISTING EXTENET VAULT TO BE RESET. 4 A Existing Sidewalk Existing Curbline Existing Landscape HOUSER WAY N189'84' A 7 4' 2' 1' 5' 2' 2' 4 (1) PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACE PER CITY OF RENTON STANDARDS. 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. SEE DETAIL 2/D2. 5 2 A 4 A 5 5 2 A26'85'10'5' of separation is required from stormwater main Recommend moving path here to avoid city utilities. MFP25000172 801 Houser Way N 801 Houser Way N UNIT A 801 Houser Way N UNIT B 815 Houser Way N F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O17+00 18+00 19+00 20+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 8S5 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R CONSTRUCTION NOTES RESTORATION NOTES A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 5 Existing Sidewalk Existing Curbline Existing Landscape HOUSER WAY N400' 3' 2' 2' 2' 4' 3' 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. SEE DETAIL 2/D2. Recommend moving path here to avoid city utilities. 5' of separation is required from stormwater main MFP25000172 F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F /OF/OF/OF /OF/O F/O F /OF/O F /OF/O F /O 21+00 22+00 0+00 23+00 24+00 1+002+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 9S6 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R 7 A CONSTRUCTION NOTES RESTORATION NOTES 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 2 (2) PROPOSED 2" CONDUITS WITHIN OPEN TRENCH. PULL (1) 432F CABLE THROUGH PROPOSED CONDUIT. 7 EXISTING EXTENET VAULT TO BE RESET. 5 2 A 1 8 (1) PROPOSED 36"x60" VAULT. PULL (1) 432F CABLE THROUGH PROPOSED VAULT.8 A 6 EXISTING EXTENET CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 6 Existing Sidewalk Existing Curbline Existing Landscape HOUSER WAY N163'47'5'36' 225' N 8TH ST 3'4' 4' 4 (1) PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACE PER CITY OF RENTON STANDARDS. 5 DIRECTIONAL DRILL (2) PROPOSED 3" CONDUITS. PULL 432F CABLE THROUGH PROPOSED CONDUIT. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. SEE DETAIL 2/D2.4A MFP25000172 3+004+005+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 10S7 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R 6 CONSTRUCTION NOTES 6 EXISTING EXTENET CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 9 EXISTING LUMEN VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. 9 10 EXISTING LUMEN CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 10 N 8TH ST PRIVATE ROADExisting Sidewalk Existing Curbline Existing Landscape 48' 326' MFP25000172 6+007+008+009+00 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 N 11S8 SITE PLAN 11x17 SCALE:22x34 SCALE: SITE PLAN 1"=40'-0"1"=20'-0" 1 Know what's below. before you dig.Call R N 8TH ST Existing Sidewalk Existing Curbline Existing Landscape 369' CONSTRUCTION NOTES 6 EXISTING EXTENET CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 9 EXISTING LUMEN VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. 10 EXISTING LUMEN CONDUIT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 1 EXISTING EXTENET VAULT. PULL (1) 432F CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION. 1 RESTORATION NOTES A REPAIR LANDSCAPE PER CITY OF RENTON STANDARDS. 7 EXISTING EXTENET VAULT TO BE RESET. A 7 6 9 10 9'44'MFP25000172 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 12D1 DETAILS 11x17 SCALE:22x34 SCALE: TYPICAL TRENCHING DETAIL NTS NTS EXISTING GROUND WARNING TAPE BACKFILL (8" LAYERS) 6" MIN. 12" 36" MIN. DEPTH 4" BACKFILL (COMPACTED @ 90%) CONDUIT CLEAN BACKFILL BACKFILL (COMPACTED EARTH @ 90%) 1 11x17 SCALE:22x34 SCALE: 24" x 36" VAULT DETAIL PERSPECTIVE PERSPECTIVE 2 36''36' ' 60'' 11x17 SCALE:22x34 SCALE: 36" x 60" VAULT DETAIL PERSPECTIVE PERSPECTIVE 3 MFP25000172 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 13D2 DETAILS 11x17 SCALE:22x34 SCALE: TRANSVERSE CUT RESTORATION DETAIL PERSPECTIVE PERSPECTIVE 1 11x17 SCALE:22x34 SCALE: CEMENT CONCRETE CURB PERSPECTIVE PERSPECTIVE 2 MFP25000172 27 PINE HILL ROAD ANNANDALE, NJ 08801 T: 908-325-1775 APPLICANT: #DATE DESCRIPTION PROJECT: SCALE: AS NOTED DRAWING TITLE: DRAWING #PAGE # 0 ISSUED FOR SUBMISSION AHEAD ENGINEERING 11/05/24 DATE: 11/05/2024 AE PROJECT #: EXT-24RNTFIX OF 14 RENTON FIBER HOUSER WAY PHASE 1 LOCATION: 925 HOUSER WAY N, RENTON, WA 98057 IT IS A VIOLATION OF THE LAW FOR ANY REASON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. CONTRACTOR SHALL CONTACT AHEAD ENGINEERING PRIOR TO ORDERING MATERIALS OR BEGINNING OF CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. DWG BY: AB CHK BY: KJM KYLE J. MCGINLEY WA PE # 58007 14D3 DETAILS 11x17 SCALE:22x34 SCALE: CURB AND GUTTER BARRIER DETAIL NTS NTS WSDOE DETAIL FIG. 4.2.10 DATE: 12/2014 1 11x17 SCALE:22x34 SCALE: BLOCK AND GRAVEL FILTER DETAIL NTS NTS WSDOE DETAIL FIG. 4.2.8 DATE: 12/2014 2 11x17 SCALE:22x34 SCALE: STORM DRAIN INLET PROTECTION PERSPECTIVE PERSPECTIVE WSDOT DETAIL I-40.20 DATE: 09/20/07 OVERFLOW BYPASS 5" MAX. TRIM GRATE FRAME FILTERED WATER SEDIMENT AND DEBRIS DRAINAGE GRATE BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) DRAINAGE GRATE ~ RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE NOT TO SCALE NOTES: 1.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 3 MFP25000172