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Home My WebLink AboutMFP19005632.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP19005632 IVR Number: 19005632 Permit Informaon Permit Name:Verizon - MCI Address/Locaon :10/16/2019Application Date:0823059041Parcel Number:1105 SUNSET BLVD NE Permit Type:11/19/2019Issue Date:Franchise Permit Work Class:11/18/2020Expiration Date:Major Utility Job Number:MCI_1703MOBWFranchise Type:Telephone Description:Installation of 2,652' of fiber via directional bore and set 10 new vaults. Pothole all existing utilities. Restoration per City of Renton standards. PRE CONSTRUCTION MEETING REQUIRED APPROVED WITH COMMENTS OR REDLINES 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 MASTEC NETWORK SOLUTIONS 210 Interstate North Pkwy, Suite 300 Atlanta, GA 30339 Contractor Business License Number: 38949Construction Contractor: MASTENS876KN Diann Alexander Verizon MCI Buisness - Billing 151 Stewart Rd SW, Bldg A Pacific, WA 98047 Specialized Billing X General Condions & 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. This permit and plans must be posted at the job site at all times. 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. Call 425.430.7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES 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/HRMFP19005632Scott WarlickJustin Johnson11/19/201911/19/2019POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS 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: 1703MOBW.013_UG_REN_90028 MASTEC NORTH AMERICA, INC JAMIE ANDERSON-COLLINS 151 STEWART RD SW, BLDG A, PACIFIC, WA 98047 253.797.1936 JAMIE.ANDERSON-COLLINS@MASTEC.COM 1105 SUNSET BLVD NE, RENTON WA 9:00AM - 3:00PM MONDAY - FRIDAY Reset FormPrint Form MFP19005632 Justin Johnson 11/19/2019 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). PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 1105 SUNSET BLVD NE MWII 10/01/2019 1 6 RIGHT LANE CLOSURE TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028V4' MIN R B L X X X 11' Legend Cone Manhole Sign Stand V Vault Work Area Work Truck N 1105 SUNSET BLVD NE SUNSET HEIGHTS 1150 SUNSET BLVD NE ROAD WORK AHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 W4-2 TRAFFIC CONTROL PLAN: SHORT TERM STATIONARY WORK ZONE UNDERGROUND CONDUIT INSTALLATION NE SUNSET BLVD35MPH SUNSET BLVD NE35MPH NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times.3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes.6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affecting ROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLETYPE WITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCK SERVICE TRUCKFLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD) CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Plan Scale 1 : 629 (1'' = 52')All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual FLAGGER SHALL ESCORT PEDESTRIANS AROUND WORK AREA AT ALL TIMES W20-7a W20-7a ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 BE PREPARED TO STOP W20-7b BE PREPAREDTO STOP W20-7b X X X X PEDESTRIANS FLAGGER 10/1/2019 by: SEFNCO206.922.9205 Christina MoulletTCS # 010677Christina L. Moullet www.invarion.com MFP19005632 PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 2409 NE 11TH CT RENTON,WA 98056 MWII 10/01/2019 2 6 RIGHT LANE CLOSURE TWO WAY TRAFFIC CONTROL TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028SIDEWALKCLOSED R9-9 V R XXX ROADWORK AHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 W4-2 X ROADWORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 NE SUNSET BLVD35MPH SUNSET BLVD NE 35MPH EDMONDS AVE NE30MPH SANTA FE MEXICAN GRILL 1170 SUNSET BLVD NESUNSET HEIGHTS 1150 SUNSET BLVD NE FOOD MART 1190 NE SUNSET BLVD 2409 NE 11TH CT Legend Bus Stop Cone Manholes Pedestrians Detour Sign Stand Work Area Work Truck N General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affecting ROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT(LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCKSERVICE TRUCK FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS (MAXIMUM WEIGHT SHALL BE INACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELDWORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 MINIMUM TAPER LENGTH (L) IN FEET LaneWidth Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. DETOUR M4-9b DETOUR M4-9b DETOUR M4-9b SIDEWALK CLOSED R9-9 CONTACT KING COUNTY METRO PRIOR TO START OF WORK Email; construction.coord@kingcounty.gov Richard Garcia or Eric Brumbach, @ 206-477-1140 Plan Scale 1 : 629 (1'' = 52') All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual ROAD WORK AHEAD W20-1 L B W4-119L PEDESTRIANS FLAGGER PEDESTRIANS FLAGGER 10/1/2019 by: SEFNCO 206.922.9205 Christina MoulletTCS # 010677Christina L. Moullet www.invarion.com MFP19005632 PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 2409 NE 11TH CT RENTON,WA 98056 MWII 10/01/2019 3 6 LEFT LANE CLOSURE WITH UNIFORM POLICE OFFICER TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028NE SUNSET BLVD35MPH EDMONDS AVE NE30MPH SANTA FE MEXICAN GRILL 1170 SUNSET BLVD NE SUNSET HEIGHTS 1150 SUNSET BLVD NE 2409 NE 11TH CT Legend Bus Stop Cone Manholes P Policeman Sign Stand Work Area Work Truck N General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affecting ROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLETYPE WITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCK SERVICE TRUCK FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELDWORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. (1) All spacing may be adjusted to accommodate interchange ramps,at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) FOOD MART 1190 NE SUNSET BLVD 11' MAINTAIN A 11' LANE MINIMUM AT ALL TIMES ROAD WORK AHEAD W20-1 Plan Scale 1 : 629 (1'' = 52')All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual P P W20-7a W20-7a X X X X X X ROADWORKAHEAD W20-1 BE PREPARED TO STOP W20-7b X X X ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W20-7b W20-7a CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 X X ROADWORKAHEAD W20-1 MATCH LINE A SEE SHEET 4 BE PREPAREDTO STOP W20-7b W20-7a W1-4R KEEP RIGHT R4-7a 11' 11' LEFT LANE ENDS W9-1L W4-2 X DEVICE SPACING 1/2 DISTANCE FOR OPPOSING L B R L/2 10/1/2019 by: SEFNCO206.922.9205 Christina MoulletTCS # 010677Christina L. Moullet www.invarion.com MFP19005632 PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 2409 NE 11TH CT RENTON,WA 98056 MWII 10/01/2019 4 6 SOUTH BOUND LANE CLOSURE W/ SHIFT OVER CENTER LINEW/ UNIFORM POLICE OFFICER TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028EDMONDS AVE NE30MPH 1007 EDMONDS AVE NE Legend Sign Stand N General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC.2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affectingROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLETYPE WITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCK SERVICE TRUCKFLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS(MAXIMUM WEIGHT SHALL BE INACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) SUNSET COMMUNITY 1032 EDMONDS AVE NE Plan Scale 1 : 629 (1'' = 52') All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 MATCH LINE B SEE SHEET 4 X X X 978 EDMONDS AVE NE ROADWORK AHEAD W20-1 NE 10TH PL NE 10TH ST X W20-7a W4-2 LEFT LANE ENDS W9-1L 10/1/2019 by:SEFNCO 206.922.9205Christina Moullet TCS # 010677Christina L. Moullet www.invarion.com MFP19005632 PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 1190 NE SUNSET BLVD STE. E RENTON,WA 98056 MWII 10/01/2019 5 6 RIGHT LANE CLOSURE WITH UNIFORM POLICE OFFICER TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028V X X XROADWORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 W4-2 NE SUNSET BLVD35MPH EDMONDS AVE NE30MPH HWAZAN BUDDIST FOUNDATION Legend Arrowboard Bus Stop Cone Pedestrians Detour Sign Stand V Vault Work Area Work Truck N General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affecting ROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLETYPE WITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCKSERVICE TRUCKFLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS(MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELDWORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. MINIMUM TAPER LENGTH (L) IN FEET LaneWidth Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 THE BRICK PUB & GRILL 12' ROAD WORK AHEAD W20-1 SIDEWALK CLOSED AHEAD R9-11 SIDEWALKCLOSED R9-9 DETOUR M4-9b CONTACT KING COUNTY METRO PRIOR TO START OF WORK Email; construction.coord@kingcounty.gov Richard Garcia or Eric Brumbach, @ 206-477-1140 Plan Scale 1 : 629 (1'' = 52')All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual EDMONDS AVE NE30MPH RIGHT LANECLOSEDAHEAD W20-5 P R3-6RX X W4-119L W4-119L DETOUR M4-9b 10/1/2019 by: SEFNCO206.922.9205 Christina Moullet TCS # 010677Christina L. Moullet www.invarion.com MFP19005632 PROJECT ID NUMBER PERMITTING ENTITY PROJECT LOCATION SCOPE OF WORK: DRAWN BY: DATE: SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.OUTSIDE PLAN CONSTRUCTIONPROJECT NAMERENTON 2615 NE SUNSET BLVD, RENTON, WA 98056 MWII 10/01/2019 6 6 RIGHT LANE CLOSURE TCS STAMP: 1703MOBW.013_UG_ RENTON_90028 1703MOBW.013_UG_RENTON_90028ROADWORK AHEAD W20-1 RIGHT LANE CLOSEDAHEAD W20-5 W4-2 NE SUNSET BLVD35MPH SUNSET NEIGHBORHOOD PARK Legend Arrowboard Bus Stop Cone Manhole Sign Stand Work Area Work Truck N General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-grade intersections and/or driveways. 9. A Traffic Control Supervisor is required for all work affecting ROW. BUFFER DATA BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT(LBS) STATIONARY OPERATION(feet) 4 YARD DUMP TRUCKSERVICE TRUCK FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS (MAXIMUM WEIGHT SHALL BE INACCORDANCE WITHMANUFACTURERRECOMMENDATIONS 30 MIN ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT * A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA ISUSED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELDWORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 NOTES: 1. TMA is required for roadway 45 mph or higher. For roads 40 mph or less- If a TMA is not available, the protective vehicle shall be strategically located in the field to shield workers and no roll ahead distance is specified. 2. Extend device taper across shoulder. 3. Devices should not encroach into adjacent lanes, see see sheet TCP16 for encroachment detail. The 2' lateral taper is recommended. 4. Use Transverse devices in closed lane every 1000'-when work operation allows. 5. Traffic safety drums or tall channelization devices required for all lane closure tapers on roadway 45 mph or higher. (Half spacing required for tall channelization devices). 6. When used, device spacing in downstream taper should be 20' O.C. 7. Coordinate with Region Traffic office for work hour restrictions. (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 KATIE J's BAR AND GRILL R V V APEX AUTOMOTIVE REPAIR HARRINGTON AVE NE 25MPH X X X Plan Scale 1 : 629 (1'' = 52')All Signs & Spacing to conform to the MUTCD & The City of Renton Traffic Control Manual B L 10/1/2019 by: SEFNCO 206.922.9205 Christina MoulletTCS # 010677Christina L. Moullet www.invarion.com MFP19005632 MCImetroACCESS TRANSMISSION SERVICES, CORPOUTSIDE PLAN CONSTRUCTIONENGINEERING SERVICESSEFNCOCOMMUNICATIONSRENTON_CORE_WA17RIGHT-OF-WAY CONSTRUCTION PERMITMCI PERMIT NUMBER: 1703MOBW.013_UG_REN_90028SITE SPAN NFID: 1703MOBW.013CAPITAL PROJECT: 072443-001PROJECT STATUSSTATUS DATE: 10/10/2019RENTON, WASHINGTONUNDERGROUND FIBER INSTALLATIONMFP19005632 864CT 864CT 864CT 864CT 864CT 864CT H H H HH HH H H H H H TC T TC C CTT G P TS TS TS TS SL SL SL SL SLSL SL SLSL SLSL SLSLSLSL SLSL SL SL SL SL SLSLSL SL SL SL SLSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SLSL SL SL SL P TS P TS P PPP PPPP P P PPP P P P P P PPP SL PPP P P PPPP P P PPPP P P PPP P P P PP P P PP P P PSL P P PPP TS PP TS TS PP TS PPPPP PPPP P TS P PP TS P TS PP PP TS TS PPPPPPPTS TS TS TS TS PTS TSTS TS TS TSTS TS TSTS TSTSTSTS TS TS TS SL SL TS SLSL SLTSSLTSSLTSSL SL TS PTSTSTS P SL SL TS TSSL TS TSSLPPPPPPPSLPPTSTSPTSSLSLSLSLSLTSSLSLPPTSSLSLPP R/W R/W R/W 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BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_900282D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATIONNTSNTS VICINITY MAPJURISDICTIONOWNERSNAME OF FIRM: MASTEC NORTH AMERICAPROJECT MANAGER: BRENNAN O'BRIENPHONE: 253-569-0853EMAIL: BRENNAN.OBRIEN@MASTEC.COMENGINEERING MANAGER: MICHAEL KINNEYPHONE: (253) 569-2964EMAIL: MKINNEY@SEFNCO.COMENGINEERING CONTRACTORMCI METRO ACCESS TRANSMISSION SERVICES, CORP.COMPANY REP: BRAD LANDIS3245 158TH AVE SEBELLEVUE, WA 98009CONSTRUCTION CONTRACTORCONTACTSNAME OF FIRM: MASTEC NORTH AMERICACONSTRUCTION MANAGER: KEVIN KINDLEPHONE:253-606-5423EMAIL:KEVIN.KINDLE@MASTEC.COMCONSTRUCTION SUPERVISOR: TBDSHEET INDEX01COVER SHEET02VICINITY MAP, CONTACTS & SHEET INDEX03GENERAL NOTES04SHEET OVERVIEW05-10SITE PLAN11LEGEND12FOCUS13CLARIFICATION SUMMARY14TYPICALSCITY OF RENTONDEPARTMENT OF PUBLIC WORKSPHONE: 425-430-72041055 S GRADY WAYRENTON, WA 98057BEGINENDSTA. 29+50STA.56+37NE SUNSET BLVDSUNSET BLVD& HARRINGTON AVE NEMFP19005632 HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_900283D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION GENERAL NOTESGENERAL NOTESTHE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMSANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THEAREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAINTHE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITEWORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESEPLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALLAPPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE LOCALJURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BYDESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES,AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT ORCOMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFOREANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFYPERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITYCONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THATCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TOTHE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IFREQUIRED.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION,TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OFSERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANYDISRUPTION OF ANY UTILITY SERVICE.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.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, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIEDIN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAIDSTANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THECONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D.FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICESAS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCESHALL BE HELD WITH LOCAL JURISDICTION.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTEDOTHERWISE.11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYSFREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OFRECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTIONINSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FORADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORDDRAWINGS.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINEDIN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARESTABILIZED WITH HARD SURFACE OR LANDSCAPING.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCALJURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE ORRUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHERASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THELOCAL JURISDICTION.1.)2.)3.)4.)5.)6.)7.)8.)9.)10.)11.)12.)13.)14.)15.)NTSNTSMFP19005632 864CT 864CT 864CT H H 391.64' 420.16'© 2019 Microsoft Corporation © 2019 HERE HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_900284D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NLOCATION OVERVIEWENDSHEET# 05SHEET# 06NTSNTSSHEET# 07SHEET# 09SHEET# 08SHEET# 10BEGINMFP19005632 SLTSSLSLSLTSR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSD SDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWWWWWWWWWWWWWWWW30+00 31+00 32+00 33+00 34+00 35+0012 3VLVL514'NE SUNSET BLVD9'56'7'28'228'DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBGGGGEEHORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002851:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES112PL. 514' (1) 2" HDPEVIA BORE WITH 36" COVERGENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCEWITH CITY OF RENTON STANDARDS. SEE SECTION FORSPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THECONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE ANDVERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHINCONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROMUTILITIES.Feet04080DIG BORE PIT ANDPL. NEW 30"X60"30" VAULT INSIDEWALK2EXISTING 30"X60"30" VAULTMFP19005632 PSLSLSLSLSLPPPPPPPTSTSTSTSTSTSTSTSTSTSSLR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSDSDSDSDSDSDSDSDSDSD SDSDSD SD SDSD SDSDSDSDSDSDSSSD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOPFOCFOCFOCSW SW SW SW SW SWSWSWSWSWSWSWFOC FOCFOCFOCFOCFOC36+0037+00 38+00 39+0 0 40+00NE SUNSET BLVD SU N S E T B L V D N E 498'2VL16'63'32'218'41'71'35'17'23'DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB12'20'22'23'G G G G GGGGG HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002861:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES1DIG BORE PIT ANDPL. NEW 30"X60"30" VAULT INSIDEWALK12PL. 498' (1) 2" HDPEVIA BORE WITH 36" COVERGENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENTRESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BEACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.Feet04080MFP19005632 TSSLSLSLSLSLSLPPPPSL PPTSTSTSTSR/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W SSSSSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SSSSSSSSSSSSSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSWSDSDSDSDSDSS SS WSD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDWWWSDSDSD SD SD SD SD SD SDW WWWWEOP EOP EOP EOP EOP EOPEOPFOCFO CSWSW SWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOCSWSWSWSWSWSWSWSWSWSWSWSWSW FOCFOCFOCFOCFOCFOCFOCSWSWSWSW SWSWSWSWSWWWWWWW W W W W WWWWWWWWWWWWWW40+00 41 + 0 0 42 + 0 0 43 + 0 0 4 4 + 0 0 4 5 + 0 0 VLNE SUNSET BLVDEDMONDS AVE NEEDMONDS AVE NE 549'71'35'17'131'43'1DR IV EW A Y DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB12'20'16'31'22'11'G GGGGGGGGGGGGGGGGG G G G G G G G G G GEEEEEEEEEEEEEEEEEEEE E HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002871:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES11PL. 549' (1) 2" HDPEVIA BORE WITH 36" COVERGENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENTRESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BEACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.Feet04080MFP19005632 TSSLSLSLSLSLSLPPSLP SLTSTSTS PR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSDSDSDSDSDSDSDSDSDSDWSSSSSSSSSSSSSSSD SD SD SD SDSDSDWWWWSDSSSDWSDSDSSSDSDSD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD WWWSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SDWWWWW FOCFOCFOCFOCFOCFOCSWSWSWSWFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSW SWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCWWWWW45+0046+00 4 7 + 0 0 4 8 + 0 0 4 9 + 0 0 NE SUNSET BLVDEDMONDS AVE NEVL(549')581'43'100'59'11'29'4'1032 EDMONDS AVE NE126'DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB16'E E E E E E E E E E E E E EEEEEEEEEHORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002881:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES1DIG BORE PIT ANDPL. NEW 30"X60"X30" VAULT INSIDEWALK12PL. 581' (1) 2" HDPEVIA BORE WITH 36" COVERGENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENTRESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BEACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.Feet04080MFP19005632 CSLSLSLSLSLSLPPPPPPR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WSCSS SSSSSSSDSDSDSDSDSDSS SSSS SS SSSS SS SDSDSDSS SS SS SDSDSDSDSD SDSDSSSSSS SS SS SS SS SS SS SS SS SS SS SSSDSDSDSDSDSDSDSD SDSSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWR/WR/WR/WR/WR/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCWSSSSSD SD SD SD SD 49+0050+00 5 1 + 0 0 52 + 0 0 53+0 0 VL(581')510'86'55'13'4'3'12'1032EDMONDS AVE NE1228'DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB10'13'19'21'EEEEEEEEEEEEEEEEEEEEEEEEEEE E E EE E E HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002891:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES1DIG BORE PIT ANDPL. NEW 30"X60"X30" VAULT INSIDEWALK12PL. 510' (1) 2" HDPEVIA BORE WITH 36" COVERGENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITYOF RENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCEWITH CITY OF RENTON STANDARDS. SEE SECTION FORSPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THECONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE ANDVERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHINCONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROMUTILITIES.Feet04080MFP19005632 CGTSSLSLSLSLSLPPPPPPPPPPPPTSTSR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W SSSSSSSSSDSDSDSDSDSDSDSDSDSDSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSDSDSSSSSDSDSDSDSDSDSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSD SSSSSSSSSSSSSSSSSWFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWR/WR/WR/WR/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOC 53+0054+00 55+00 56+00NE SUNSET BLVDNE SUNSET BLVDNE SUNSET BLVDVL(510')93'59'30'21'7'26'2615 NE SUNSET BLVDDRIVEWAY DRI V E W A Y DRIV E W A Y 1DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB13'14'21'GGGGGGG EEEEEEEEEEEEEEEEEE E E E E E E E EEEEHORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_90028101:40NTSD.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES1DIG BORE PIT ANDPL. NEW 30"X60"X30" VAULT INSIDEWALK1PROPOSED FIBER TO BEINSTALLED ON PERMIT1703MOBW.013_UG_RENTON_90029GENERAL NOTEALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH CITY OF RENTONSTANDARDS. SEE SECTION FOR SPECIFICATIONS.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH CITY OFRENTON STANDARDS. SEE SECTION FOR SPECIFICATIONS.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENTRESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BEACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITHMINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.Feet04080MFP19005632 HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002811D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION LEGENDTELECOMUNICATIONSSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLE WATERELECTRICALRAILROADRIGHT OF WAYDITCH LINECENTER LINEEND OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILFENCEINNERDUCT1_4" HDPE2_2" PVC1_4" PVC1_2" PVCSDSDWWSSSSGGEETTR/WLIPD/LEOPFOCRWRW1-4'' PVC1-4'' PVC1-2'' PVC1-2'' PVC1-4'' HDPE2-2'' PVC2-2'' PVC2_2" HDPE1_2" HDPETRENCHEXISTING AERIAL STRANDDIRECT BORE2-2'' HDPEDBDB1-2'' HDPEAAPROPOSED AERIAL STRAND AAEXISTING UNDERGROUND MCIPROPOSEDEXISTING VERIZONBASE LAYERSEXISTING UTILITIESNTSNTSEXISTING UTILITIES SYMBOLS POWER HANDHOLEPOWER MANHOLEPOWER CABINETSTREET LIGHT HANDHOLEPOWER SIDEWALK GUY SEWER CLEANOUTSTORM CATCHBASIN STORM MANHOLEWATER VALVEWATER METERTELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALPOWER VAULTSTREET LIGHT POLETRAFFIC SIGNAL VAULTTRAFFIC SIGNAL HANDHOLESIGN POSTPARKING METERCATV MANHOLECATV HANDHOLEPOWER PEDESTALGAS METERTEST VALVETRAFFIC LOOP DETECTORCATV PEDESTALBOLLARDWATER MANHOLETRAFFIC SIGNAL POLEPOWER GUYTRAFFIC DETECTORADA RAMPPEDESTAL(UNKNOWN UTILITY)MANHOLECULVERTFIRE HYDRANTGAS VALVE(UNKNOWN UTILITY)POWER ANCHORPOWER POLESEWER MANHOLETELECOM POLETELECOM PEDESTALPROPOSED VAULTPROPOSED ANCHORPROPOSED GUYPROPOSED MANHOLEPROPOSED SIDEWALK ANCHOR & GUYPROPOSED SYMBOLS ADA RAMP COMPLIANCEEXISTING MCI VAULTEXISTING MCI SPLICEEXISTING MCI ANCHOREXISTING MCI GUYEXISTING MCI MANHOLEEXISTING MCI SIDEWALK ANCHOR & GUYGAS TEST POINTGAS MANHOLEPOWER UNKNOWN STORM CLEANOUTSTORM DRAIN VALVESTORM DRAIN UNKNOWN WATER UNKNOWNWATER WELLWATER PUMPWATER VAULTWATER RESERVOIRSEWER CATCHBASIN WATER SAMPLING STATIONOTHER UNKNOWNSTORM ACCESS POINTSEWER VALVESEWER VAULT SEWER UNKNOWN SUB STATIONTRANSIT STOPSTORM DRAIN VAULT TREE PMHVLP=MHVLP=PPPPPP?PSLSLTSTSTSTSTSTSCCCTTTP=??TTSSSCSDD?DCDWWWWWVW?WELLPUMPGGGTLTLSDSSSSSS?SDPROPOSED RISEREXISTING MCI SYMBOLS POTHOLEMFP19005632 HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002812D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATIONNTSNTS MCI Outside Plant FOCUSFiber Optic Cable Uncovering System1)The title of this program, F.O.C.U.S., an acronym for Fiber Optic Cable Uncovering System was selectedto remind everyone involved with working near MCI's active fiber optic systems to focus on protectingthe facilities. If, during the course of the project, YOU notice any activity which may jeopardize the MCIOSP facilities, it is your duty to stop the work and re- FOCUS2)FOCUS rules must be followed on all MCI projects involving work on or near MCI OSP facilities.Safety is MCI's number one priority; everyone must refrain from unsafe and improper practices.3)Review of FOCUS is mandatory at every Pre-bid, Pre-construction, site meeting and daily tailgatemeeting. FOCUS discussion must include site-specific history, unique problems, facility configurationsthat may be encountered, and past errors. "Those who do not learn from history are doomed to repeat it".Do not let this happen to you.4)Any work near or requiring handling of MCI Outside Plant facilities can only be performed with an MCIemployee or contract representative present -- THIS MEANS OUT OF HIS OR HER VEHICLE ANDDIRECTLY MONITORING THE WORK. The representative must have a properly operating cablelocator checked for accuracy every day prior to commencement of work (comparison of line and depthreadings to actual line and depth of the cable).5)Locate and Pothole Requirements.·Prior to any excavation, the MCI employee or contract representative must verify the initial locatemarks completed by MCI Operations. Do not trust locate results completed by others! The MCIor contract representative must locate the cable running line by making at least one pass in eachdirection. Locate results must then be compared with previous marks and the asbuilts.·If the proposed work involves digging or excavating within 3 feet of the cable, the cable route will bemarked continually with orange paint and supplemented by marker flags placed every 10 ft. Theexcavation contractor must pothole (all potholes must be completed by hand digging or vacuumexcavation) a minimum of every 15 ft., then expose the entire length of the cable by hand digging orvacuum excavation.·If the proposed work involves digging or excavating within 5 feet (but not closer than 3 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10ft. The excavation contractor must pothole the cable a minimum of every 15 ft.·If the proposed work involves digging or excavating within 15 feet (but not closer than 5 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10 ft. The excavation contractor must pothole the cable a minimum of every 30 ft.·The cable will also be potholed at any change in the running line of more than 1 ft. in any direction,anytime the accuracy of the electronic locate is questioned, or the marked running line does not matchthe as-builts.6) Exposing Requirements.·No mechanical excavation within 3 ft. of OSP facilities will be allowed unless the facilities have firstbeen properly located, potholed, positively identified, continuously exposed by hand digging orvacuum excavation, and the facilities are clearly visible.·In addition, mechanical excavation within three feet of OSP facilities requires onsite prior approvalfrom MCI' s employee or contract representative.7) Please refer to the latest edition of the MCI OSP Handbook for additional details . Know it and follow it.Release 1.0MCI Outside Plant Construction General Requirements·All Federal, State and local safety regulations must be followed without exception.·Personal protective equipment appropriate for the specific work site shall be used at alltimes. At a minimum, hard hat, safety shoes/steel toed boots and florescent orange orgreen work vest are required upon entering any MCI work site.·Use of intoxicants, drugs, inhalants or any other substances that may impair alertness arestrictly prohibited.·Contractors are NOT allowed to cut any cable. Cables scheduled for removal will be cutby MCI Operations personnel, and only after verification that all traffic has beenoff-loaded.·Extreme caution must be used at all times when working on or near active cables. AnMCI employee or contract representative must approve and be present prior to andduring all cable handling activities.·Tools and equipment specifically designed for the job at hand are required. USE THEPROPER TOOL FOR THE JOB.·Conduit work involving active cables requires specialized tools specifically designed toaccess ducts with active cables.·Protecting MCI facilities IS EXTREMELY important; however, SAFETY regardingyourself and others is the most important part of any project.Signature:Release 1.0MFP19005632 HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002813D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATION PROJECT CLARIFICATION SUMMARYQUANTITYUNITCLARIFICATIONNUMBER AND ALPHADESCRIPTIONNUMBERCLARIFICATIONDESIGNQUANTITYUNITCONSTRUCTIONPLACE HANDHOLE200240EA52652DIRECTIONAL BORE630LF600NTSNTSPLACE BURIED CABLE MARKERS AND SIGNS/MWCOM WATER CROSSING SIGNSPLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING HANDHOLE/VAULTS/MANHOLESATTACH CONDUIT TO WALL OR STRUCTUREREMOVE CONCRETE BURIED CABLE MARKER POSTREMOVE BURIED CABLE MARKER POST/HARDWAREEXPOSE DIRECT BURIED CABLE AND RELOCATEATTACH PULL/SPLICE BOX TO WALL OR STRUCTUREDETACH CONDUIT FROM WALL OR STRUCTUREDIRECTIONAL BORE 630700 714 712 711710600500 400300EMBEDMENT PLOWJETTING CONDUITREMOVE POLE/PUSH BRACEPLACE POLE/PUSH BRACEREMOVE AERIAL CABLERELASH AERIAL CABLEDELASH AERIAL CABLERELOCATE AERIAL CABLEPLACE AERIAL CABLEREMOVE AND DISPOSE OF CABLEEXPOSE DIRECT BURIED CABLE 527610 620 530 535 528 520 526 525 517 516 515DIRECT BURY CABLEREPOSITION ACTIVE CABLE SLACKREMOVE CABLE FROM CONDUITPULL THROUGH DUCT (INNERDUCT)REMOVE AND RESTORE CURBINGPULL CABLE510 420 411 415410 CORE BORE 315 330 320310 282PLACE HIGH DENSITY POLYETHYLENE (HDPE)REPLACE/SUBSTITUTE PRECAST MANHOLEEXPOSE AND REMOVE CONDUIT (ABANDONED)EXPOSE CONDUIT AND REPLACE/SUBSTITUTECLARIFICATION NOTES 200REMOVE AND RESTORE SIDEWALKREMOVE AND RESTORE CONCRETEREMOVE AND RESTORE ASPHALTCONSTRUCT WALLRELOCATE PRECAST MANHOLEREMOVE EXISTING MANHOLEPLACE MANHOLEEXCAVATE SPLICE PITREPLACE/SUBSTITUTE HANDHOLE/VAULTRELOCATE HANDHOLE/VAULTREMOVE EXISTING HANDHOLE/VAULTPLACE HANDHOLE/VAULT 252 280 281 270 260 256 255 250 247 244 245 240 PLACE CONDUITEXPOSE CONDUITREMOVE CONCRETE CAP REMOVE CONCRETE ENCASEMENTCONCRETE ENCASEEXPOSE AND REMOVE CONDUITEXPOSE CONDUIT AND RELOCATESLURRY BACKFILL ADDER 216 219 221 222 220 218 217ROCK ADDER 215 214 213 210 212100JACK AND DRY BORE CONDUIT(S) 110OPEN TRENCH 640MFP19005632 HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO ACCESS TRANSMISSION SERVICES, CORP. SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS: MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION RENTON_CORE_WA17 NE SUNSET BLVD RENTON, WA 98057 1703MOBW.013_UG_REN_9002814D.V.N.T.10/10/2019REN UNDERGROUND FIBER INSTALLATIONNTSNTS 30"X60"X30" VAULT TYPICAL OLDCASTLE MFP19005632 MFP19005632