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HomeMy WebLinkAboutMFP19005441.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP19005441 IVR Number: 19005441 Permit Information Permit Name: Verizon - MCI Address/Location:10/09/2019Application Date:3340403645Parcel Number: 234 SW 16TH ST Permit Type:10/16/2019Issue Date:Franchise Permit Work Class:04/15/2021Expiration Date:Major Utility Job Number: Cross Bore - SW 16th StFranchise Type:Telephone Description: Beginning at existing Verizon vault on the NE corner of SW 16th ST and Lind Ave SW. Trench East to bore alignment, bore S across SW 16th ST, then east along SW 16th ST on S side of SW 16th St at Maple Ave SW. Trench to new bore alignment and bore N along Maple Ave and set new vault on East side of Maple Ave SW. From new vault trench (1) 4" conduit E and intercept. Excavate and remove existing (1) 4" Verizon conduit segment heading S on Maple Ave. Then W on SW 16th to existing Verizon vault at beginning of project. Repair damaged sewer at Maple Ave SW and SW 16th ST. Restoration per City of Renton standards. PRE CONSTRUCTION MEETING REQUIRED APPROVED WITH COMMENTS OR REDLINES EXCAVATION AND REMOVAL OF FIBER OVER SEWER WILL BE REQUIRED PRIOR TO INSTALLATION OF THE NEW FIBER RUN. Contacts Name Address PhoneTypeBilling HOLLY NORTH MGC TECHNICAL CONSTULTING, INC 8521 154th Ave NE REDMOND, WA 98052 B: (206) 618-0651Applicant Louise Popelka Verizon MCI Buisness 3245 158th Ave SE Bellevue, WA 98008 B: (425) 240-0238Contact Matthew Sapp Verizon - MCI Contact Heather Binkly Dycom Industries dba North Sky 11770 Us Hwy 1, SUITE 101 Palm Beach Gardens, FL 33408 B: (360) 254-6920 O: (360) 450-3287 Contractor Business License Number: 36846Construction Contractor: NORTHSC857Q4 Diann Alexander Verizon MCI Buisness - Billing 151 Stewart Rd SW, Bldg A Pacific, WA 98047 Specialized Billing X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date MFP19005441 Scott Warlick 10/9/2019 RESTORATION PER CITY OF RENTON STANDARDS Justin Johnson 10/15/2019 Excavation and removal of fiber over sewer will be required prior to installation of the new fiber run across the street. This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 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. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: MACKENZIE GREEN MGC TECHNICAL CONSULTING 10/9/2019 MFP19005441 Monday - Friday 8:00AM - 3:00PM 10/9/2019 Justin Johnson SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • 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 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). NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 112SW 16TH STMAPLE AVE SW LIND AVE SW WORKVEHICLEWORK AREA387 SQ FTLW20-1W20-5RW4-2RXXW20-1W20-1W20-1W20-12' MINR9-11R9-9R9-11aRIGHTLANECLOSEDAHEADAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035GRADE 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 LANE35 / 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 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)TAPERTANGENTOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO POTHOLE EXISTING UTILITYCROSSING, TRENCH AND BORE CONDUIT ANDPULL FIBER CABLE THROUGH.STREET USE PERMIT #: HOURS: TBD BY CITYVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMMFP19005441MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH CONTROLLED INTERSECTION (FOR CLASS II)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 2 12SW 16TH STMAPLE AVE SW LIND AVE SW WORKVEHICLEWORK AREA110 SQ FTLW20-1W20-5CW4-2LXW20-1CENTERLANECLOSEDAHEAD316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035GRADE 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.17.18.35 / 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 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)TAPERTANGENTVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COM2' MIN(2)OFFICER REQUIRED TOMONITOR / CONTROLTRAFFIC WHEN WORKINGIN INTERSECTION.W20-7W3-4W20-1XXW20-1W3-4XW20-7XW20-7W3-4W20-1X X W3-4W20-7XXXBEPREPAREDTO STOP(2)UNIFORMED POLICE OFFICER FORCONTROLLED INTERSECTIONPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO POTHOLE EXISTING UTILITYCROSSING.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (EAST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 312SW 16TH STMAPLE AVE SW LIND AVE SW WORKVEHICLE WORK AREA200 SQ FTW20-1W20-1W20-1R9-11R9-9R9-11aRIGHTLANECLOSEDAHEADAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035R9-9GRADE2' MIN50'-100'W20-1W20-5RR3-7RXXR3-502RIGHT LANEMUSTTURN RIGHTONLYW20-5RW20-1X 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.17.18.35 / 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 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)TAPERTANGENTWORK AREA100 SQ FTPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO POTHOLE EXISTING UTILITYCROSSING AND BORE CONDUIT AND PULL FIBERCABLE THROUGH.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITYMFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - MULTI-LANE SHIFT & SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (EAST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 412SW 16TH STMAPLE AVE SW W20-1R9-11RIGHTLANECLOSEDAHEADAHEADCROSS HERESIDEWALKCLOSEDSIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLE ONLYL/250'-100'50'-100'LLW4-119RWORK AREA708 SQ FTW20-1W20-5CW4-2LXXXW20-1W20-5RW4-2RXXX2' MINCENTERLANECLOSEDAHEADR3-502R9-11R9-9R9-9VERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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.17.18.35 / 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 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)TAPERTANGENTWORK AREA 102SQ FTWORK AREA91 SQ FT11' MIN11'MINARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO TRENCH AND BORECONDUIT AND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (EAST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 512SW 16TH STMAPLE AVE SW W20-1316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLEONLY LW20-1W20-5CW4-2LXXXW20-1CENTERLANECLOSEDAHEADR3-502VERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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.17.18.35 / 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 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)TAPERTANGENTWORK AREA154 SQ FT2' MINARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO POTHOLE EXISTING UTILITYCROSSING.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE -LANE CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 612SW 16TH STMAPLE AVE SW W20-1RIGHTLANECLOSEDAHEAD316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLE LW20-1W20-5RW4-2RXXXVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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.16.17.18.35 / 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 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)TAPERTANGENTWORK AREA224 SQ FTW4-119RL/2W20-1W20-5CW4-2LXXXR3-502ONLY50'-100'CENTERLANECLOSEDAHEADARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO POTHOLE EXISTING UTILITYCROSSING.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRTRAFFIC CONTROL PLAN #7 - USE SET-UP WHERE APPLICABLE ALONG MAPLE AVE SW (BOTH LANES)LEGENDSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 712SW 16TH ST MAPLE AVE SWAHEADCROSS HERESIDEWALKCLOSEDSIDEWALKCLOSED1601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLER7-T39R7-T392' MIN11' MINWORK AREA300 SQ FT50'-100'R9-9VERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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.17.18.35 / 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 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)TAPERTANGENTR9 - 9 M4 - 9 b WORK AREA77 SQ FTDETOURW20-7W3-4W20-1XXX W20-7W3-4W20-1X X X W20-1W20-4W3-4XXW20-7XX50'±ROADWORKAHEADPHONE 206-684-5444NAME OF FIRM XXX-XXX -XXXXBEPREPAREDTO STOPONE LANEROADAHEADSHORT-TERM STATIONARY WORK ZONE - ONE-LANE, TWO-WAY CLOSURE WITH CONTROLLED INTERSECTION & PEDESTRIAN DETOUR (FOR CLASS II)HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER STATION - FOR VEHICULARAND PEDESTRIAN TRAFFIC CONTROLPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO TRENCH AND BORECONDUIT AND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRTRAFFIC CONTROL PLAN #8 - USE SET-UP WHERE APPLICABLE ALONG MAPLE AVE SW (BOTH LANES)LEGENDSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 812MAPLE AVE SWSW 16TH STPARCEL NO. : 33404038901601 EAST VALLEY RDPARCEL NO.3340403341234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLER7-T39R7-T392' MIN11' MINWORK AREA270 SQ FT50'-100'VERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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 LANE35 / 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 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)TAPERTANGENTW20-7W3-4W20-1XXX W20-7W3-4W20-1X X W20-1W20-4W3-4XXW20-7XXROADWORKAHEADPHONE 206-684-5444NAME OF FIRM XXX-XXX -XXXXBEPREPAREDTO STOPONE LANEROADAHEADSHORT-TERM STATIONARY WORK ZONE - ONE-LANE, TWO-WAY CLOSURE WITH CONTROLLED INTERSECTION (FOR CLASS II)HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER STATION - FOR VEHICULARAND PEDESTRIAN TRAFFIC CONTROLX OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO TRENCH AND BORECONDUIT AND PULL FIBER CABLE THROUGH.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #9 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)CONFIDENTIAL/PROPRIETARYSHEET: OF 912RENTON 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.17.18.35 / 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 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)TAPERTANGENTVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMLEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDSW 16TH STMAPLE AVE SW LIND AVE SW WORKVEHICLE WORK AREA553 SQ FTW20-1W20-5RW4-2LXXW20-1W20-1W20-1W20-1R9-11R9-9R9-11aRIGHTLANECLOSEDAHEADAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035GRADER9-950'-100'W4-119L2' MINPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO REMOVE EXISTINGCONDUIT.STREET USE PERMIT #:MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #10 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 1012SW 16TH STMAPLE AVE SW LIND AVE SW WORK AREA455 SQ FTW20-1W20-1W20-1R9-11R9-9R9-11aAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035GRADE 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.17.18.35 / 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 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)TAPERTANGENTVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMWORKVEHICLER9-9W4-119LL/250'-100'W20-1W1-4LXW1-4LW20-1X2' MINPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO REMOVE EXISTINGCONDUIT.STREET USE PERMIT #:MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE AND SIDEWALK CLOSURE (FOR CLASS II)TRAFFIC CONTROL PLAN #11 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 1112SW 16TH STMAPLE AVE SW LIND AVE SW WORK AREA820 SQ FTW20-1R9-11aAHEADCROSS HERESIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALKCLOSED316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341PARCEL NO. : 3340403890234 SW 16TH STPARCEL NO. : 3340403645500 SW 16TH STPARCEL NO. 3340404035GRADE 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.17.18.35 / 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 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)TAPERTANGENTVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMWORKVEHICLE R9-950'-100'50'-100'W20-1W1-4LXW1-4LW20-1XW4-119LR9 - 9 M4 - 9 b2' MINPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO REMOVE EXISTINGCONDUIT.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH STVERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH STRENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - TCPs.dwgPERMIT NUMBER: Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE SHIFT (FOR CLASS II)TRAFFIC CONTROL PLAN #12 - USE SET-UP WHERE APPLICABLE ALONG MAPLE AVE SW (SOUTH BOUND LANE)LEGENDHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESROADWORKAHEADSIGN LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 1212AHEADCROSS HERESIDEWALKCLOSEDSIDEWALKCLOSEDMAPLE AVE SWSW 16TH STPARCEL NO. : 33404038901601 EAST VALLEY RDPARCEL NO.3340403341234 SW 16TH STPARCEL NO. : 3340403645WORKVEHICLER7-T39WORK AREA8'X12' SQ FTROADNARROWSW20-1W5-1W1-4LXXXR4-7W5-1W20-1X X R4-7W5-1W20-1XXPHONE 206-684-5444NAME OF FIRM XXX-XXX -XXXXVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMRENTON 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.17.18.35 / 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 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)TAPERTANGENTCROSSWALKCLOSEDR7-T392' MINW4-119LL/211' MIN11' MINR9-11R9-9R9-11R9-3XCWORK AREA10'X31'RIGHTKEEPPLACE SIGN AT NEAREST INTERSECTIONPROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS.SCOPE OF WORK:USE WORK AREA TO REMOVE EXISTINGCONDUIT.STREET USE PERMIT #: MFP19005441HOURS: TBD BY CITY MFP19005441MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441© 2018 Microsoft Corporation © 2018 HERE SITE LOCATIONSHEET INDEX1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4-10. DESIGN VIEW A-G11-17.RESTORATION VIEW A-E18. UNDERGROUND TYPICALS19. SITE PHOTOGRAPHSSCOPE OF WORK:1. BEGINNING AT EXISTING VERIZON VAULTON THE NORTHEAST CORNER OF SW 16TH STAND LIND AVE SW: TRENCH EAST TO BOREALIGNMENT, BORE SOUTH ACROSS SW 16THST, THEN EAST ALONG SW 16TH ST AND SET24X36 VAULT ON SOUTH SIDE OF SW 16TH STAT MAPLE AVE SW. TRENCH TO NEW BOREALIGNMENT & BORE NORTH ALONG MAPLEAVE AND SET NEW 24X36 VAULT ON THE EASTSIDE OF MAPLE AVE SW. FROM NEW VAULT,TRENCH (1) 4" CONDUIT EAST ANDINTERCEPT EXISTING 4" VERIZON CONDUIT,CUT EXISTING CONDUIT AND COUPLE TOSEGMENT HEADING NORTH ON MAPLE AVESW.2. EXCAVATE AND REMOVE EXISTING (1) 4"VERIZON CONDUIT SEGMENT HEADINGSOUTH ON MAPLE AVE, THEN WEST ON SW16TH TO EXISTING VERIZON VAULT ATBEGINNING OF PROJECT.3. REPAIR DAMAGED SEWER AT MAPLE AVESW AND SW 16TH ST.4. RESTORE SURFACE PER CITY OF RENTONSTANDARDS.SHEET 4CONFIDENTIAL/PROPRIETARYSHEET: OF 119CONTACTSMATT FRASERMGC TECHNICAL CONSULTING, INC.6244 185TH AVE NEREDMOND, WA 98052C.206.618.5254MATT@MGCTECHNICAL.COMVERIZON CONTACT:SCOTT CHRISTENSON11311 NE 120TH STKIRKLAND, WA 98034C.425.636.6046SCOTT.CHRISTENSON@VERIZON.COMKnow what'sbelow.before you dig.CallRADDRESS: 234 SW 16TH ST, RENTON, WA 98057PROJECT NAME: VERIZON - CROSS BORE AT SW 16TH STSHEET 6/10SHEET 5/9SHEET 8SHEET 7/11STARTENDMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441CONFIDENTIAL/PROPRIETARYSHEET: OF 219#F#F#F##LEGENDKnow what'sbelow.before you dig.CallRMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 319GENERAL 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, EARTHThe 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.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.ELECT.EX.F/OEX.GASEX.SEWEX.SDEX.WATEREX.WATER EX.WATER EX.WATER EX.SEW EX.SDEX.SDEX.GASEX.ELECT.EX.F/OEX.F/OSW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 419Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.MATCH TO SHEET5316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48'47' 47' 16'30'DESIGN VIEW A 1EXISTING VERIZON VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH.2PROPOSED OPEN TRENCH (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.1215'39'4'4'28'31'STATION LINE 1CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.1'31MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.ELECT. EX.F/O EX.GAS EX.SEWEX.SD EX.WATER EX.WATEREX.WATEREX.WATEREX.SEWEX.SDEX.GASEX.ELECT. EX.F/O EX.F/O CONFIDENTIAL/PROPRIETARYSHEET: OF 519Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.MATCH TO SHEET4316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341DESIGN VIEW B 3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.62'CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.1'2'3'4'5'6'10'7'8'9'11'HORIZ. SCALE: 1"=20'-0"VERT. SCALE: 1"=5'-0"EXISTING GRADEDESIGN PROFILE2.0'MATCH TO SHEET694'20'10'11'12'12'8'21'47'48'53'1'3'11'30'28' 27'29'STATION LINE 1343EX.3" GAS EX.4" WATER EX.8" SD 5.2'3.0'SW 16TH ST POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.ELECT.EX.F/OEX.GASEX.SEWEX.SDEX.WATEREX.WATER EX.WATER EX.WATER EX.SEW EX.SDEX.SDEX.GASEX.ELECT.EX.F/OEX.F/OSW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 619Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.MATCH TO SHEET5316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48' 47' 47' 16'30'DESIGN VIEW C 3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.34179'3'29'2'4'28'STATION LINE 1CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.STA. 1+00STA. 2+001'2'3'4'5'6'10'7'8'9'11'HORIZ. SCALE: 1"=20'-0"VERT. SCALE: 1"=5'-0"EXISTING GRADEDESIGN PROFILEEX.6" WATER 1.5'MATCH TO SHEET 72 POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.WATEREX.WATER EX.WATEREX.WATEREX.WATEREX.SEWEX.SEWEX.SEWEX.SDEX.SDEX.GASEX.GASEX.GASEX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT. EX.ELECT.EX.F/OEX.F/OEX.F/OEX.F/OEX.F/OEX.F/OEX.F/OCONFIDENTIAL/PROPRIETARYSHEET: OF 719Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.61'14'80' 12'35'32'36'11'12'12'12' 234 SW 16TH STPARCEL NO. : 3340403645SW 16TH ST RENTONPARCEL NO. : 3340403890MAPLE AVE SW 95'25'22'48'15'28'MATCH TO SHEET8DESIGN VIEW D 2PROPOSED OPEN TRENCH (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.4355PROPOSED 24" X 36" VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH/BORE. PULL FIBER CABLETHROUGH.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.MATCH TO SHEET 63'151'12'30'5'3'3'8'24'STATION LINE 1STATION LINE 26' 44'26'25' 50'30'STA. 3+00STA. 4+00STA. 5+001'2'3'4'5'6'10'7'8'9'11'HORIZ. SCALE: 1"=20'-0"VERT. SCALE: 1"=5'-0"EXISTING GRADEDESIGN PROFILEEX.2" F/O EX.2" ELEC EX.2" ELECEX.2" ELEC1.3'1.1'1.1'1.1'27'332POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.WATEREX.WATEREX.WATER EX.WATER EX.SEWEX.SEWEX.SEWEX.SDEX.SDEX.GASEX.GASEX.GASEX.ELECT. EX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT.EX.F/OEX.F/OEX.F/OEX.F/O CONFIDENTIAL/PROPRIETARYSHEET: OF 819Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.80'30'49'36'11'12'12'95'47'49'20'12'13'61'31'30'44' SW 16TH STMAPLE AVE SW 234 SW 16TH STPARCEL NO. 3340403645PARCEL NO. 3340403890PARCEL NO. 33404036351600 LIND AVE SWPARCEL NO. 3340403320DESIGN VIEW E 2PROPOSED OPEN TRENCH (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.5PROPOSED 24" X 36" VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH/BORE. PULL FIBER CABLETHROUGH.6PROPOSED DIG AND INTERCEPT EXISTING CONDUIT.SWEEP INTO NEW VAULT. PULL FIBER CABLE THROUGH.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.MATCH TO SHEET 7 12'32'STATION LINE 2STATION LINE 1133'27'5'10'2'2'8'13'STA. 1+00STA. X+001'2'3'4'5'6'10'7'8'9'11'HORIZ. SCALE: 1"=20'-0"VERT. SCALE: 1"=5'-0"EXISTING GRADEDESIGN PROFILEEX.6" WATER EX.2" F/O EX.2" F/O EX.6" WATER EX.2" F/OEX.2" F/O EX.2" F/OEX.8" SEWER EX.8" SD EX.3" GAS EX.3" GAS EX.6" WATER 1.2'1.3'1.6'1.6'1.6'1.0'1.3'2.7'2.1'1.5'1.1'0.9'4POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.4'14'46353252'3'2'2'MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.ELECT.EX.F/OEX.GASEX.SEWEX.SDEX.WATEREX.WATER EX.WATER EX.WATER EX.SEW EX.SDEX.SDEX.GASEX.ELECT.EX.F/OEX.F/OSW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 919Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48' 47' 47' 16'30'DESIGN VIEW F 26'STATION LINE 1CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.MATCH TO SHEET 10 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.7EXCAVATE AND REMOVE EXISTING FIBER CONDUIT.7POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE FROM EXISTING UTILITIESAT CROSSINGS.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441EX.WATEREX.WATER EX.WATEREX.WATEREX.WATEREX.WATEREX.SEWEX.SEWEX.SEWEX.SDEX.SDEX.GASEX.GASEX.GASEX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT.EX.ELECT. EX.ELECT.EX.F/OEX.F/OEX.F/OEX.F/OEX.F/OEX.F/OEX.F/OCONFIDENTIAL/PROPRIETARYSHEET: OF 1019Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES61'14'80' 12'35'32'36'11'12'12'12' 234 SW 16TH STPARCEL NO. : 3340403645SW 16TH ST RENTONPARCEL NO. : 3340403890MAPLE AVE SW 95'25'22'48'15'28'12'7'DESIGN VIEW G CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING CITY OF RENTON.2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1'VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE, PROTECT, AND MAINTAIN 6" MINIMUM CLEARANCEFROM ALL STREET LIGHT INFRASTRUCTURE PRIOR TOCONSTRUCTION.5.ALL PROPOSED CONDUIT MUST HAVE A MINIMUM OF 42"COVER FROM TOP OF CONDUIT TO EXISTING SURFACE.6.LOCATE AND PROTECT ALL PRIVATE SIDE SEWER.STATION LINE 1STATION LINE 244'26'25' 50'30'#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.8EXCAVATE AND REPAIR EXISTING SEWER.7EXCAVATE AND REMOVE EXISTING FIBER CONDUIT.MATCH TO SHEET 978 7MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441SW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 1119Know what'sbelow.before you dig.CallRRESTORATION VIEW A RESTORATION NOTESMATCH TO SHEET12316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48'47' 47' 16'30'G26'STATION LINE 1GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.MFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441CONFIDENTIAL/PROPRIETARYSHEET: OF 1219Know what'sbelow.before you dig.CallRRESTORATION NOTESMATCH TO SHEET11316 SW 16TH STPARCEL NO. 33404038851601 EAST VALLEY RDPARCEL NO.3340403341RESTORATION VIEW B MATCH TO SHEET1394'20'10'11'12'12'8'21'47'48'53'STATION LINE 1ARESTORE LANDSCAPE AND GRAVEL SURFACE PERCITY OF RENTON STANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.GGAMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441SW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 1319Know what'sbelow.before you dig.CallRRESTORATION NOTESMATCH TO SHEET12316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48'47' 47' 16'30'26'STATION LINE 1MATCH TO SHEET 14RESTORATION VIEW C ARESTORE LANDSCAPE AND GRAVEL SURFACE PERCITY OF RENTON STANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.GAMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441CONFIDENTIAL/PROPRIETARYSHEET: OF 1419Know what'sbelow.before you dig.CallRRESTORATION NOTES61'14'80' 12'35'32'36'11'12'12'12' 234 SW 16TH STPARCEL NO. : 3340403645SW 16TH ST RENTONPARCEL NO. : 3340403890MAPLE AVE SW 95'25'22'48'15'28'MATCH TO SHEET15MATCH TO SHEET 13151'5'24'STATION LINE 1STATION LINE 244'26'25' 50'30'RESTORATION VIEW D ARESTORE LANDSCAPE AND GRAVEL SURFACE PERCITY OF RENTON STANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.AGAMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441CONFIDENTIAL/PROPRIETARYSHEET: OF 1519Know what'sbelow.before you dig.CallRRESTORATION NOTES80'30'49'36'11'12'12'95'47'49'20'12'13'61'31'29'44' SW 16TH STMAPLE AVE SW 234 SW 16TH STPARCEL NO. 3340403645PARCEL NO. 3340403890PARCEL NO. 3340403635RESTORATION VIEW E 12'32'STATION LINE 2STATION LINE 1ARESTORE LANDSCAPE AND GRAVEL SURFACE PERCITY OF RENTON STANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.GAGDMATCH TO SHEET 14 DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.AMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441SW 16TH STSTATION LINE 1CONFIDENTIAL/PROPRIETARYSHEET: OF 1619Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES316 SW 16TH STPARCEL NO. 3340403885PARCEL NO. 33404038901601 EAST VALLEY RDPARCEL NO.3340403341SW 16TH ST95' 48' 47' 47' 16'30'RESTORATION VIEW F 26'STATION LINE 1MATCH TO SHEET 17 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.HGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.HRESTORE DRIVEWAY APRON PER CITY OFRENTON STANDARDS.GGMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441CONFIDENTIAL/PROPRIETARYSHEET: OF 1719Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES61'14'80' 12'35'32'36'11'12'12'12' 234 SW 16TH STPARCEL NO. : 3340403645SW 16TH ST RENTONPARCEL NO. : 3340403890MAPLE AVE SW 95'25'22'48'15'28'RESTORATION VIEW G STATION LINE 1STATION LINE 244'26'25' 50'30'#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #19 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 16J GCONSTRUCTION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE AND GRAVEL SURFACE PERCITY OF RENTON STANDARDS.AGAMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441UNDERGROUND TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 1819Know what'sbelow.before you dig.CallRFCA243624T-00006FIBERGLASS / POLYMER CONCRETEASSEMBLYInside DimensionsLengthWidthDepth33 3\8"44 1\4"21 1\2"32 5\8"21"2626 Kansas AvenueRiverside, California 92507951.787.0600951.787.0632 (fax)info@newbasis.comnewbasis.comComposites for InfrastructureAdditional product informationcontinued on the reverseFEATURES: UL classified polymer concrete Drop-in nameplate Shipped assembled Skid resistant cover Stainless steel bolts Cast-in floating nut box - Integral drain holesLOAD RATINGSIncidental traffic - Parking Lot, SidewalkConforms to: WUC 3.6 ASTM C 857 ANSI/SCTE 77Fiberglass/ Polymer Concrete Assembly,Tapered Sides, No Floor, WUC 3.6,ANSI/SCTE 77-"T15/20K, "3/8 " HexBolts, Standard Nameplate (Specify attime of order) Installed24"X36"X24"(For actual dimensions see drawing)3"24"35 5/8"26 1/4"37 7/8"24"NB2436 HANDHOLE DETAILSCALE: NTSNON SKID SURFACE6" MNRL AGG TYPE 2(COMPACTED AS SPECIFIEDIN CONTRACT DOCUMENTS)TYPICAL CONCRETE SIDEWALK PANEL CROSS SECTION DETAILSCALE: NTSNEW PANEL-MATCH EXISTINGEXPAND TO JOINTMATCH EXISTING24"12"6"6"6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDING24"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: NTSMFP19005441 NO.123PROJECT NAME: CROSS BORE AT SW 16TH ST VERIZON ENGINEER: SCOTT CHRISTENSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 234 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - CROSS BORE AT SW 16TH ST - PLANS.dwgPERMIT NUMBER: MFP19005441SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1919CONSTRUCTION NOTESPHOTO #1: FACING WEST ON NORTH SIDE OF SW 16TH STPHOTO #2: FACING WEST ON SOUTH SIDE OF SW 16TH STPHOTO #3: FACING EAST ON SOUTH SIDE OF SW 16TH STPHOTO #4: FACING NORTH ON EAST SIDE OF MAPLE AVE SW1EXISTING VERIZON VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH.2PROPOSED OPEN TRENCH (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.3PROPOSED 3' X 5' BORE PIT.4PROPOSED DIRECTIONAL BORE (1) 4" CONDUIT. PULL FIBERCABLE THROUGH.12431234234345PROPOSED 24" X 36" VAULT. CORE VAULT AND PLACECONDUIT FROM TRENCH/BORE. PULL FIBER CABLETHROUGH.7EXCAVATE AND REMOVE EXISTING FIBER CONDUIT.77526PROPOSED DIG AND INTERCEPT EXISTING CONDUIT.SWEEP INTO NEW VAULT. PULL FIBER CABLE THROUGH.MFP19005441