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HomeMy WebLinkAboutA_MFP17002749_4aCUSTOMER CONTACTS AUTHOR: Eric Wehner PROJECT NUMBER: 100013237 JOB NAME: RENTON PARKS INITIATIVE LOCATION: RENTON, WA WAVE CONTACTS CUSTOMER CONTACT: ALTERNATE CONTACT: CONSTRUCTION MANAGER: PROJECT MANAGER: SCOPE OF WORK AERIAL CONSTRUCTION: BUILDING CONSTRUCTION: PERMITS: UNDERGROUND CONSTRUCTION: SITE CONSTRUCTION: EASEMENTS: OVERVIEW VICINITY GENERAL NOTES PAGE INDEX NAME TELEPHONE EMAIL NAME TELEPHONE EMAIL NAME: PHIL FISK TELEPHONE: 425-988-3295 EMAIL: PFISK@WAVEBROADBAND.COM NAME TELEPHONE EMAIL TITLET-1 PAGE ID T R P S C DESCRIPTION ROUTE PLAN VIEW SITE VIEW CONSTRUCTION STANDARD [100013237] Renton Business Park Section 4A 865 Lind Ave. SW Renton, WA 98057 TITLE PAGE 1 CITY OF RENTON ROW PERMIT APPROXIMATELY 3832 FT OF UNDERGROUND CONSTRUCTION AREA OF WORKMATERIALS -8- 2436NB VAULTS -2- 25 TA VAULT -1 TEMPORARY BORE PITS -1 DWDM WAVE CABINET -1 2" CONDUIT GENERAL SCOPE OF WORK -DIRECTIONAL DRILL OR OPEN TRENCH: FROM THE SOUTHWEST CORNER OF LIND AVE SW AND SW 7TH ST TO SW 10 TH ST AND THOMAS. -SET 10 TOTAL VAULTS ALONG THIS STRETCH. A LOCATION: LEGEND NETWORK DESIGN SCOPE NETWORK TIE-IN I: Z LOCATION: TYPE OF SERVICE: FIBER COUNT: NETWORK TIE-IN II: CIRCUIT INFORMATION ROUTER-1 OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC FOOTAGE MARKERTYPE FTGPLAN VIEW 1PLAN VIEW 2PLAN VIEW 3PLAN VIEW 4 In LEGEND DETAIL 1.Proposed open trench and place (1) 2" conduit with fiber optic cable 2.Proposed directional drill and place (1) 2" conduit with fiber optic cable 3.Proposed temporary bore pit 4.Proposed Wave cabinet 5.Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-1 2 MATCH PLAN VIEW 2 1 5 6 6.Proposed Multi-link Opto-Electronic Enclosure Stock ID 030-129-10 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: SW 7th St Lind Ave SWRRRRRRRR500FT END ROAD WORK 500FTEND ROAD WORK END ROAD WORK 500FT XXROAD WORK AHEAD ROAD WORK AHEAD XROAD WORK AHEADBL XROAD WORK AHEAD XXROAD WORK AHEAD X500FT END ROAD WORK ONE LANE ROAD AHEAD 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) 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 walkway 5' min LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-22 4 2 MATCH PLAN VIEW 3 MATCH PLAN VIEW 2 4 3 2 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:Lind Ave SW500FTEND ROAD WORK XROAD WORK AHEADBLXXROAD WORK AHEAD XONE LANE ROAD AHEAD 500FT END ROAD WORK 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:Lind Ave SWB L XXROAD WORK AHEADXONE LANE ROAD AHEAD 500FT END ROAD WORK 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. 500FTEND ROAD WORK ROAD WORK AHEAD DETOUR DETOUR LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEW P-3 2 MATCH PLAN VIEW 4 MATCH PLAN VIEW 2 LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-4 4 2 5 4 MATCH PLAN VIEW 3 5 2 4 6 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:Lind Ave SW500FTEND ROAD WORK XROAD WORK AHEADBLXXROAD WORK AHEAD XONE LANE ROAD AHEAD 500FT END ROAD WORK 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:Lind Ave SWB L XXROAD WORK AHEADXONE LANE ROAD AHEAD 500FT END ROAD WORK DETOUR DETOUR 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. 500FTEND ROAD WORK ROAD WORK AHEAD LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-5 2 2 7 8 4 4 MATCH PLAN VIEW 64 6 2 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS: DETOUR DETOUR ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD BLXXXwalkway 5' min 500FT END ROAD WO R K ROAD WORK AHEAD ROAD WORK AHEAD 500FTEND ROAD WORK 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) 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. 500FT END ROAD WORK SW 10TH S T Lind Ave SW LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:500FTEND ROAD WORKXROAD WORK AHEAD BLX X ROAD WORK AHEAD X ONE LAN E ROAD AHEAD 500FTEND ROAD WORKDETOUR DETOUR SW 10TH S T 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:500FTEND ROAD WORKX ROAD WORK AHEAD BLXXROAD WORK AHEAD XONE LAN E ROAD AHEAD500FTEND ROAD WORKDETOUR DETOUR SW 10TH S T 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25TA vault EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-6MATCH PLAN VIEW 5MATCH PLAN VIEW 7 LEGEND DETAIL EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-7 2 4 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25 TA vault 6. Covered under BNSF RR Permit LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:500FTEND ROAD WORKX ROAD WORK AHEAD BLXXROAD WORK AHEAD XONE LAN E ROAD AHEAD500FTEND ROAD WORKDETOUR DETOUR SW 10TH S T 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Proposed 25 TA vault 6. Covered under BNSF RR Permit EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC PLAN VIEWP-8 2 4 10 LEGEND: SITE ADDRESS: PERMIT TECH: CONSTRUCTION MANAGER: CONTACTS:500FTEND ROAD WORKX ROAD WORK AHEAD BLXXROAD WORK AHEAD XONE LAN E ROAD AHEAD500FTEND ROAD WORKDETOUR DETOUR SW 10TH S TTHOMAS AVE SEMathew 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 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. 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) Phil Fisk Construc�on Manager pfisk@wavebroadband.com 425­988­3295 (m) walkway 5' min 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. LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Covered under BNSF permit. EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC SITE VIEWS-1 V2 V4 V5 V4 V6 V7 Lind Ave. SW Lind Ave . SW Lind Ave. SW Lind Ave . SW LEGEND DETAIL 1. Proposed open trench and place (1) 2" conduit with fiber optic cable 2. Proposed directional drill and place (1) 2" conduit with fiber optic cable 3. Proposed temporary bore pit 4. Proposed 2436NB vault 5. Covered under BNSF permit. EXISTING AERIAL FACILITIES OVER LASH AERIAL FACILITIES NEW AERIAL EXISTING UNDERGROUND CONDUIT NEW UNDERGROUND CONDUIT NEW FIBER OPTIC CABLE TRANSMISSION POLE DISTRIBUTION POLE WAVE POLE NEW DOWN GUY BORE PIT EXISTING VAULT NEW VAULT SPLICE ENCLOSURE FIBER TERMINATION PANEL / DEMARC SITE VIEWS-2 BP General Notes * A copy of the permit shall be on site at all times. * Where permits from state, county, city, railroad or government agencies are required all work performed will comply with these agencies standard specifications. * Work areas to comply with OSHA/WISHA safety standards and traffic control plans approved in the permit. * WDH reserves the right to inspect at any time the work being performed by the contractor. If the WDH representative determines that the work is not being performed to minimum quality standards, then the contractor shall provide rework at his own cost. * Any change in project scope, including but not limited to, conduit length, conduit path, aerial path etc., must be approved by WDH representative. General Underground Construction Notes * Contractor is responsible for locating all utilities 48 hours prior to construction activity. See local directory for contact telephone number of local call before you dig agency . * Any and all underground utilities encountered are the responsibility of the contractor to locate, protect, and repair , if damaged . * Bore depths shall be a minimum of 36" deep. If 36" depth is not attainable , you must get the written approval of the WDH Construction Lead/Manager and document , in detail, the path and depth variance. * Conduit sweeps at the sides of structures (buildings or poles) shall be Sched 40 PVC 3ft radius with bell ends down. * Sweeps at poles shall be a minimum of 5" from the pole and/or line up with an empty spot on any existing riser brackets . * If no existing riser brackets are present, the conduit shall sweep up on the side of the pole with the 'butt gain' cut out. * Sweeps at the side of a building shall be approximately 2" from the wall to accommodate uni-strut to secure the conduit to the wall vault or BRC riser (which ever is placed). * All vaults shall be set on a 4" layer of drainable gravel material and conduit shall extend above the gravel surface . * Conduit shall extend no more than 2" above gravel base inside of vaults or no more than 2" inside vault sidewall penetrations. * Concrete vault wall penetrations shall be grouted, inside and out. * Hard surface restoration (asphalt or concrete) must be restored within 3 weeks of job completion , or as weather permits. * All buried infrastructure must be accompanied with warning tape and/or tracer wire – as called out. * Locate wire to be exposed at the base of any riser. * All conduit to be plugged with expandable foam or duct seal after fiber is placed. * Bore depth profile shall include: - Detailed description of 0.00 start station. including GPS coordinates (can be obtained from Google Earth in Degrees /Decimal format ) - Bore direction in Degree's-magnetic (can be obtained from Google Earth measuring tool) - Bore vertical profile data at 20ft intervals with occasional detailed description of interval station , listed as x+xx ft. and xx in deep - Lateral alignment in relation to the road curb or centerline listed as 0.00ft E-W-N or S of Curb, Fog line or Centerline . General Aerial Construction Notes * All work to be NESC compliant. * All fiber cables to be double-lashed to strand. * Install anchors before strand is tensioned and fiber installed. * All risers shall be installed on the 'cut out' side of the pole where the 'Butt Gain' notch is. * Conduit on risers shall always have the bell end down. Fiber Placement Notes * If WDH is co-occupying developer installed conduit with other telecommunications facilities, we shall pull in a multi cell duct divider system , such as MaxCell and pull the WDH fiber in one of the cells . * Fiber optic identification tags shall be placed at every work pole, manhole, fiber, storage loops , splice cases and where indicated by project manager . tags need to be placed so as to be read from the ground . * All fiber in vaults and exposed in buildings shall have BRC/WDH 'ID Carrots' at input and output and at approx. 60ft intervals. * Cable lubrication shall be used to reduce pulling tension. Lubricants must not contain any petroleum products. * A 100 foot fiber coil must remain in all vaults unless otherwise noted . * All risers will be capped at all times. *All slack shall be marked with colored tape at the “ID carrots” to indicate direction to the next structure (vault or pole, Not snowshoe ) 1.) The Center of the slack shall have the colored tape next to each other to indicate the center of the stored slack. 2.) RED tape for the next structure South (2) bands RED and West (1) RED - from current location. 3.) BLUE tape for the next structure – North (2) bands BLUE and East (1) band BLUE - from the current location. * When preparing slack for a new splice closure, mark the center with colored tape to show direction. * If there is traffic control required at the splice location, prep the splice tails for splicing . * If excess cable is pulled off the reel, NEVER cut the excess off. * Always distribute the excess along the project path as follows; Under 60ft –store at the nearest slack storage. Over 60ft –call the PM to determine how to distribute. CONSTRUCTION STANDARDSC-1 General Requirements and Information * Work is expected to begin no less than 7 days upon issuance of work order and approved permits to Contractor unless otherwise agreed upon in writing by WDH project manager. * Contractor shall ensure they have and maintain valid Business Licenses as needed to perform the work. * Contractor shall provide within 3 days of issuance a written schedule for anticipated completion time frames . * Contractor shall place multiple crews on the project as needed to ensure completion of the project within the agreed upon project schedule . * Contractor shall ensure any and all subs they may elect to use, meet all WDH requirements as listed in this RFP or as agreed upon between WDH and Contractor. * Contractor also agrees to be solely responsible for any and all activities performed by the sub and accepts all liabilities implicit and/or implied for those activities performed by the sub . Materials * Fiber shall be provided by Wave Division Holdings * All other material shall be furnished by contractor, unless otherwise agreed upon with project manager. Closeout Package * Complete and submit Wave Division Holdings documentation forms. * Submit as-built prints within 1-week of job completion, prior to submitting an invoice. * Invoice needs to include mule tape footage for start and end of conduit, if fiber is not placed . * As -Built documentation needs to include fiber sequential at all locations (i.e. vaults in/out, riser , pole, loops in/out, tails, etc.). * Invoice needs to include fiber reel number and pre-construction sequential (Inside/Outside) and Post-Construction sequential (Inside/Outside). * Send all Invoices to Accounting@blackrockcable.com, with the job name in the subject line * New Underground As-built documentation will consist of an aerial overview detailing new facilities pathway , including structures (i.e.. vaults , risers, etc.) and where applicable , accompanied by a bore profile. * Bore depth profile: 1.) Shall include: - Detailed description of 0.00 start station. including GPS coordinates (can be obtained from Google Earth in Degrees /Decimal format ) 2.) Bore direction in Degree's-magnetic (can be obtained from Google Earth measuring tool ) 3.) Bore vertical profile data at 20ft intervals with occasional detailed description of interval station , listed as x+xx ft. and xx in deep 4.) Lateral alignment in relation to the road curb or centerline listed as 0.00ft E-W-N or S of Curb, Fog line or Centerline . * WDH reserves the right to request additional close out information on a per project basis. These specific requests will be agreed upon prior to work commencement . All footages shall be listed on the invoice as such : Reel # C024-0615 Inside footage: 0' Outside footage:12,342 ' End Footage: 19,998' Numbers above are examples All invoices will be rejected if the footages are not listed as such and match the inventory of the reel on file . Footages for invoicing purposes . *Inside footage – This is the inner footage typically exiting center of reel – remains the same until all fiber is removed. * Outside footage - This is the outside footage at the reel , as it comes off the reel after the job is complete. * End footage - This is the end of the fiber at the far end of the job , after the job is complete. CONSTRUCTION STANDARDSC-2