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HomeMy WebLinkAbout100018800 - 1000 Oakesdale Ave SW, Renton - Permit_RSITE INDEX: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: 100018800 - Embry-Riddle Aeronautical University VICINITY SCOPE OF WORK OVERVIEW GENERAL NOTES AERIAL CONSTRUCTION:UNDERGROUND CONSTRUCTION: BUILDING CONSTRUCTION:SITE CONSTRUCTION: PERMITS:EASEMENTS: N N MATERIALS: SCOPE OF WORK: Proof existing conduit, pull new fiber throughout, set a small NB1730 vault, and then install 1-2" conduit from the new vault to exit the ROW onto private property. COVER SHEET 1000 Oakesdale Ave SW - Renton Mathew Badgley Permit Tech II mbadgley@wavebroadband.com 425.559.4128 Mobile 1. COVER SHEET 2. GENERAL NOTES 3. PLAN VIEW 4. SITE VIEW 5. TCP 1 6. TCP 2 - Approximately 440ft of proof/pull - Install (1) small NB1730 vault 1 City of Renton Minor Permit 1000 Oakesdale Ave SW - Renton Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) - (1) 2" conduit - (1) small NB1730 vault GENERAL NOTES LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) PLAN VIEW N 80.0 ft 80.0 ft 40.0 ft Plan Scale 1'' = 50' Distribution Poles COB Overlash Agreement Transmission Poles COB Fiber to City Hall New Strand New Fiber Existing Wave Underground Existing Customer Conduit New Wave Conduit New Wave Pole New Wave Anchor Existing Wave Vault New Wave Vault Customer Vault New Aerial Storage Survey Monument Approx Right of Way Approx Center Line Bore Pit Mathew Badgley Permit Tech II mbadgley@wavebroadband.com 425.559.4128 440.0 ft Proof conduit and pull fiber Exit ROW onto private property 1000 Oakesdale Ave SW - Renton New Wave Vault Existing Wave Vault LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) SITE VIEW Oaksdale Ave SW Facing North Oaksdale Ave SW Facing Easr Distribution Poles COB Overlash Agreement Transmission Poles COB Fiber to City Hall New Strand New Fiber Existing Wave Underground Existing Customer Conduit New Wave Conduit New Wave Pole New Wave Anchor Existing Wave Vault New Wave Vault Customer Vault New Aerial Storage Survey Monument Approx Right of Way Approx Center Line Bore Pit Mathew Badgley Permit Tech II mbadgley@wavebroadband.com 425.559.4128 1000 Oakesdale Ave SW - Renton EXIT ROW ONTO PRIVATE PROPERTY EXISTING WAVE VAULT PROOF EXISTING CONDUIT AND PULL FIBER THROUGHOUT INSTALL NEW WAVE VAULT LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: TCP 1 Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) 1000 Oakesdale Ave SW - Renton PEDESTRIAN NOTES 1. When crosswalks or other pedestrians facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. 2. Controls shown are for pedestrian traffic only. 3. Use warning lights on barricades. 4. Maintain a minimum width of 5 feet for pedestrian path. 5. For signs size refer to to manual on uniform traffic control devices (MUTCD) and WSDOT sign fabrication manual M55-05. DETOUR DETOUR Parcel number: 9188000148 Address: 1150 OAKESDALE AVE SW RENTON 98057 Parcel number: 0850220000 Address: 1000 OAKESDALE AVE SW RENTON 98057 Mathew Badgley Permit Tech II mbadgley@wavebroadband.com 425.559.4128 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 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 PROTECTIVE VEHICLE CHANNELIZING DEVICE WORK AREA LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730LENGTH (FT) BUFFER DATA PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (feet) 30 MIN. 100 MAX. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) YARD DUMP TRUCK. SERVICE TRUCK. FLAT BED. ETC. A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT 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 (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. 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) NOTES: 1. Recommend extending channelizing device taper across shoulder. 2. Protec�ve vehicle recommended­may be a work vehicle. 3. Flagger to be available at all �me driveways are blocked 4. When used, the downstream taper device spacing should be 20' O.C. 5. Devices should not encroach into adjacent lanes. 6. Traffic safety drums recommended for all tapers on high speed roadway 7. Advance warning sings are to be placed on all approaches when an intersec�on is within the traffic control zone. See tables for sign spacing distances. 8. Work vehicles shall use beacons. 9. All work to be performed during hours dictated by the city of Bellevue. 10. All signs are 48"X48" black on fluorescent orange unless otherwise noted. 11. Traffic shall not be stopped in either direc�on for more than 10 minutes. 12. All pedestrians will be accommodated through the work zone. 13. All driveway access shall remain open during the work week. B L X X X RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD ROAD WORK AHEAD 500FTEND ROAD WO R K 500FTEND ROAD W O R K Oaksdale Ave SW LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: TCP 2 Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) 1000 Oakesdale Ave SW - Renton PEDESTRIAN NOTES 1. When crosswalks or other pedestrians facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. 2. Controls shown are for pedestrian traffic only. 3. Use warning lights on barricades. 4. Maintain a minimum width of 5 feet for pedestrian path. 5. For signs size refer to to manual on uniform traffic control devices (MUTCD) and WSDOT sign fabrication manual M55-05. DETOUR DETOUR Parcel number: 0850220000 Address: 1000 OAKESDALE AVE SW RENTON 98057 Parcel number: 9188000148 Address: 1150 OAKESDALE AVE SW RENTON 98057Oaksdale Ave SW B L X X X RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD ROAD WORK AHEAD 500FTEND ROAD WORK 500FTEND ROAD WO R K Mathew Badgley Permit Tech II mbadgley@wavebroadband.com 425.559.4128 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 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 PROTECTIVE VEHICLE CHANNELIZING DEVICE WORK AREA LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730LENGTH (FT) BUFFER DATA PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS) STATIONARY OPERATION (feet) 30 MIN. 100 MAX. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) YARD DUMP TRUCK. SERVICE TRUCK. FLAT BED. ETC. A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT 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 (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. 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) NOTES: 1. Recommend extending channelizing device taper across shoulder. 2. Protec�ve vehicle recommended­may be a work vehicle. 3. Flagger to be available at all �me driveways are blocked 4. When used, the downstream taper device spacing should be 20' O.C. 5. Devices should not encroach into adjacent lanes. 6. Traffic safety drums recommended for all tapers on high speed roadway 7. Advance warning sings are to be placed on all approaches when an intersec�on is within the traffic control zone. See tables for sign spacing distances. 8. Work vehicles shall use beacons. 9. All work to be performed during hours dictated by the city of Bellevue. 10. All signs are 48"X48" black on fluorescent orange unless otherwise noted. 11. Traffic shall not be stopped in either direc�on for more than 10 minutes. 12. All pedestrians will be accommodated through the work zone. 13. All driveway access shall remain open during the work week.