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HomeMy WebLinkAboutMFP22002382.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22002382 IVR Number: 22002382 Permit Information Permit Name: ExteNet Systems - Fiber - EXTENET - NORTH RENTON - SEG 60 Address/Location:05/05/2022Application Date:0723059001Parcel Number: 737 LOGAN AVE N Permit Type:11/04/2022Issue Date:Franchise Permit Work Class:11/06/2023Expiration Date:Major Utility Job Number: EXTENET - NORTH RENTON - SEG 60Franchise Type:Telephone Description: PRE CONSTRUCTION MEETING REQUIRED ExteNet Systems Inc. master franchise agreement, ORD 6013 EXTENET NORTH RENTON SEG 60 BEGINNING FROM EXISTING UTILITY POLE ON N 6TH ST, INSTALL NEW RISER AND BORE/TRENCH CONDUIT EAST INTO THE INTERSECTION OF N 6TH ST AND LOGAN AVE N. FROM THE INTERSECTION BORE/TRENCH CONDUITS BOTH NORTH AND SOUTH ALONG LOGAN AVE N TO PROPOSED VAULTS NEAR EXISTING UTILITY POLES. PULL FIBER CABLE THROUGHOUT. FROM PROPOSED VAULTS, TRENCH CONDUIT AND STUB UP ON EXISTING UTILITY POLES. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rachel Fenton Extenet Systems LLC 3030 Warrenville Road Warrenville Rd, Suite 340 Lisle, IL 60532 Applicant MGC Permits MGC Technical 6244 185th AVE NE, STE 250 REDMOND, WA 98052 ApplicantX Rick Powers Utiligi Communications LLC 111 Nyberg Rd SW Pacific, WA 98390 B: (253) 548-5936Contractor Business License Number: 50846Construction Contractor: UTILIL*808CO MICHAEL BRENDEN BOSS CONSTRUCTION SERVICES PO BOX 244 Pacific, WA 98047 B: (253) 863-3881Contractor Business License Number: 50846Construction Contractor: UTILIL*808CO BOEING COMPANY THE PO BOX 3707 M/C 20-59 SEATTLE , WA 98124 Owner Accounts Payable attn. Rachel Fenton 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 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. •The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. •Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 12Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE AT THE INTERSECTION OF N 6TH ST & LOGAN AVE NCITY OF RENTON TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND W20-1W20-5RXW20-1WORKVEHICLE50' - 100'CROSSWALKCLOSEDRIGHTLANECLOSEDAHEADDETOURM4-9bR9-3XCM4-9bR9-3XCN 6TH STLOGAN AVE N 737 LOGAN AVE NPARCEL NO. 0723059001737 LOGAN AVE NPARCEL NO. 0723059001W16-7LW20-5RW20-1X DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 22Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND BIKE LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG LOGAN AVE N (SOUTH BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMWORKVEHICLELL/2W20-1W20-5RW4-2RXXW4-1BXX50' - 100'RIGHTLANECLOSEDAHEADBIKESMERGEWITHTRAFFICW20-1W20-1LOGAN AVE N737 LOGAN AVE NPARCEL NO. 0723059001737 LOGAN AVE NPARCEL NO. 0723059001N 6TH STNOTECONTRACTOR TO COORDINATEWITH KC METRO TO TEMPORARILYRELOCATE BUS STOP AS NEEDEDWHILE WORK IS IN PROGRESS.SCHEDULING MUST BECOORDINATED PRIOR TOCONSTRUCTION.W20-1 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 32Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE WITH FLAGGER CONTROL (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG LOGAN AVE N (SOUTH BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND RIGHTLANECLOSEDAHEADWORKVEHICLEL50' - 100'W20-1W20-5RW4-2RXXXW20-1737 LOGAN AVE NPARCEL NO. 0723059001660 LOGAN AVEPARCEL NO. 0886610020LOGAN AVE NSPOTTER FLAGGERON SITE TO CONTROL/MONITORBICYCLISTS WHILE WORKIS IN PROGRESS DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 42Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - MULTI-LANE AND BIKE LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG LOGAN AVE N (NORTH BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1. 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 & STOPIMPACTS.4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGENDSCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS 100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)* ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.** ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25 30 35 40 45 50 55 60 65 70MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155 200 250 305 360 425 -MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)- - -ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGENDRIGHTLANECLOSEDAHEADLL/250' - 100'WORKVEHICLEBIKESMERGEWITHTRAFFICW20-1W20-5RW4-2RXXW4-1BXX660 LOGAN AVEPARCEL NO. 0886610020737 LOGAN AVE NPARCEL NO. 0723059001LOGAN AVE NL/2CENTERLANECLOSEDAHEADW20-1W20-5CXX DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 52Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION WITH FLAGGER CONTROL (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG LOGAN AVE N (SOUTH BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMWORKVEHICLE50' - 100'LOGAN AVE NN 6TH ST737 LOGAN AVE NPARCEL NO. 0723059001737 LOGAN AVE NPARCEL NO. 0723059001ROADNARROWSW5-1W20-1XW20-1W20-1SPOTTER FLAGGERON SITE TO CONTROL/MONITORBICYCLISTS WHILE WORKIS IN PROGRESS11' MINW20-1 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 82400 S 2ND STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 62Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND BIKE LANE CLOSURE WITH FLAGGER CONTROL (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG LOGAN AVE N (SOUTH BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK ZONE TO BORE/TRENCHCONDUIT AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICES35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMRIGHTLANECLOSEDAHEADSPOTTER FLAGGERON SITE TO CONTROL/MONITORBICYCLISTS WHILE WORKIS IN PROGRESSWORKVEHICLEW20-1W20-5RW4-2RXXX737 LOGAN AVE NPARCEL NO. 0723059001600 LOGAN AVE NPARCEL NO. 072305910050' - 100'LLOGAN AVE NW20-1 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057© 2022 Microsoft Corporation © 2022 TomTom SITE LOCATIONSHEET INDEXSCOPE OF WORK:BEGINNING FROM EXISTING UTILITY POLE ONN 6TH ST, INSTALL NEW RISER ANDBORE/TRENCH CONDUIT EAST INTO THEINTERSECTION OF N 6TH ST AND LOGAN AVEN. FROM THE INTERSECTION BORE/TRENCHCONDUITS BOTH NORTH AND SOUTH ALONGLOGAN AVE N TO PROPOSED VAULTS NEAREXISTING UTILITY POLES. PULL FIBER CABLETHROUGHOUT.FROM PROPOSED VAULTS, TRENCH CONDUITAND STUB UP ON EXISTING UTILITY POLES.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 18NEW UNDERGROUNDNEW AERIAL SPAN901 FT.0 FT.BILL OF MATERIALSTOTAL FOOTAGE901 FT.ADDRESS: 660 LOGAN AVE, RENTON, WA 98057PROJECT NAME: EXTENET - NORTH RENTON - SEG 60 - PLANS1.COVER SHEET / SITE LOCATION2.LEGEND3.GENERAL NOTES4-7.DESIGN VIEWS A-D8. UNDERGROUND TYPICALS9.SITE PHOTOGRAPHSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSRANDAL BERNHARDTMGC TECHNICAL CONSULTING, INC.3305 MAIN ST, SUITE 009VANCOUVER, WA 98663C.206.618.8800RANDAL@MGCTECHNICAL.COMEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T. 951.400.9673DMENDOZA@EXTENETSYSTEMS.COMVIEW D VIEW C VIEW B VIEW A STARTENDEND DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 28#F#F#F##LEGEND DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057GENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 38The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16. DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 48CONSTRUCTION NOTESMATCH TO SHEET 5 MATCH TO SHEET 6DESIGN VIEW A POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING THE LOCAL JURISDICTION. (BORE PROJECTSONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #9 FOR SITE PHOTOGRAPHS.737 LOGAN AVE NPARCEL NO. 0723059001737 LOGAN AVE NPARCEL NO. 0723059001LOGAN AVE NN 6TH ST 69'11'22'10'6'84'12'11'11'11'11'5PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.6PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.7PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH.1PROPOSED INSTALL (1) 4" RISER, PULL 91) 144F CABLETHROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.3PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH AND INSTALL NEW SPLICE CASE. ATTACH(2) 144F CABLES.2PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLETHROUGH.4PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.1A2A3A4DE4DE5D5D6G6D7G5G6D65G7G6'38' 24'66'16'107'52'1'2'2'3'3' 2' 5' 1'7'9'122'1'1' DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 58CONSTRUCTION NOTESMATCH TO SHEET4DESIGN VIEW B POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING THE LOCAL JURISDICTION. (BORE PROJECTSONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #9 FOR SITE PHOTOGRAPHS.LOGAN AVE N660 LOGAN AVEPARCEL NO. 0886610020737 LOGAN AVE NPARCEL NO. 072305900177'11'10'12'11'6'5PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.6PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.7PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.65D6D8A5A7A8PROPOSED TRENCH (1) 4" CONDUIT AND STUB UP ATEXISTING UTILITY POLE.190'44'4'5'1'1'23' 5' 1'3'34'34 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 68CONSTRUCTION NOTESMATCH TO SHEET 4 MATCH TO SHEET 7DESIGN VIEW C POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING THE LOCAL JURISDICTION. (BORE PROJECTSONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #9 FOR SITE PHOTOGRAPHS.737 LOGAN AVE NPARCEL NO. 0723059001600 LOGAN AVE NPARCEL NO. 0723059100LOGAN AVE N110' 19'10'12'11'12'6PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.6D239'2'3'3' 3' 2' 2' 11' 4' 8'5 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 78CONSTRUCTION NOTESMATCH TO SHEET6DESIGN VIEW D POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING THE LOCAL JURISDICTION. (BORE PROJECTSONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #9 FOR SITE PHOTOGRAPHS.LOGAN AVE N737 LOGAN AVE NPARCEL NO. 0723059001600 LOGAN AVE NPARCEL NO. 072305910013' 10'12' 11'12' 100'5PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.6PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.7PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.6D5D8A4A8PROPOSED TRENCH (1) 4" CONDUIT AND STUB UP ATEXISTING UTILITY POLE.7A103'7'5'2'8'10'2'3'4'6 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 88TYPICAL TRENCH IN SOIL DETAILSCALE: NTSEXISTING GROUNDWARNING TAPEBACKFILL(8" LAYERS)6" MIN.12"36" MIN. DEPTH4"BACKFILL(COMPACTED @ 90%)HDPE DUCTCLEAN BACKFILLBACKFILL(COMPACTED EARTH @ 90%)24"12"6"6"3' MIN.PANEL WIDTH PER PLAN12"MIN.12"MIN.3" HMA (CL 12") (MATCHEX. IF GREATER)EX. ASPHALT SURFACE11" HMA (CL 12" OR 1)6" MIN. COMPACT MINERALAGGREGATE TYPE 2COMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGTYPICAL ASPHALT TRENCH DETAILSCALE: NTS24x36 VAULT DETAILSCALE: NTSTYPICAL CONCRETE TRENCH DETAILSCALE: NTS24"12"6"6"EX. CONCRETEREPLACE EX. CURBPER STD PLAN 410C6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGPANEL WIDTH PER PLAN12"MIN.12"MIN.ZONE OF INFLUENCE12" PCC CLASS 6.5 (CL 1-1/2") DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 60 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 60660 LOGAN AVERENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 98CONSTRUCTION NOTESPHOTO #1: FACING EAST ON THE NORTH SIDE OF N 6TH STPHOTO #2: FACING NORTH ON THE WEST SIDE OF LOGAN AVE NPHOTO #3: FACING SOUTH ON THE WEST SIDE OF LOGAN AVE NPHOTO #4: FACING SOUTH ON THE EAST SIDE OF LOGAN AVE NPHOTO #5: FACING NORTH ON THE WEST SIDE OF LOGAN AVE NPHOTO #6: FACING EAST ON THE WEST SIDE OF LOGAN AVE N5PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.6PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.7PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH.1PROPOSED INSTALL (1) 4" RISER, PULL 91) 144F CABLETHROUGH.3PROPOSED INSTALL (1) 24" X 36" VAULT. PULL (1) 144FCABLE THROUGH AND INSTALL NEW SPLICE CASE. ATTACH(2) 144F CABLES.2PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLETHROUGH.4PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.8PROPOSED TRENCH (1) 4" CONDUIT AND STUB UP ATEXISTING UTILITY POLE.123445656657665675865786575478