HomeMy WebLinkAboutMFP17002749 - Phase IVDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17002749
IVR Number: 17002749
Permit Informa!on
Permit Name:Astound Broadband/Wave - Phase 4a
Address/Loca!on:06/09/2017Applica!on Date:1923059061Parcel Number:715 LIND AVE SW
Permit Type :06/21/2017Issue Date:Franchise
Permit Work Class:06/21/2018Expira!on Date :Major U+lity
Job Number:#5763Franchise Type :Cable
Inspector:Pat Miller 206-794-6162
Descrip!on:BORE AND PLACE (2) 2" CONDUIT (2,500'). Phase 4 a. On Lind Ave SW from 7th to 10th street. Requirements: Stake all
ROW limits, maintain a depth of 5' when boring under trees and their driplines, vaults located with sidewalks require
non skid lids and all restora+on must be per City of Renton Standards.
Contacts
Name Address PhoneTypeBilling
MATTHEW BADGLEY
WAVE BROADBAND
B: (425) 599-4128Applicant
Astound Broadband - billing 401 PARKPLACE CENTER, Suite 500
KIRKLAND, WA 98033
ContactX
Astound Broadband/WaveContact
Domonique Price
Astound Broadband LLC dba Wave Broadband
401 Parkplace Center, Suite 500
Kirkland, WA 98033
B: (425) 576-8200Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
General Condi!ons & 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 425.457.5816) 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 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
MFP17002749
715 Lind Ave SW
must stake all row limitsrestoration shall be per city of renton standards
vaults located within the sidewalks require non-skid lids maintain a depth of 5 feet
when boring under trees
and their dripline
Justin Johnson 6-21-2017
Holly Powers 6/21/2017
MFP17002749
MFP17002749
Justin Johnson
6-21-2017
CUSTOMER 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
and the city of renton
all conduits under roadway shall be schedule 80
pvc or equivalent
when boring under trees (and their drip line)
contractor must maintain a minimum depth of 5
feet.
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
MFP17002750
must stake all row limitsrestoration shall be per city of renton standards
vaults located within the sidewalks require non-skid lids maintain a depth of 5 feet
when boring under trees and
their dripline
Justin Johnson 6-21-2017
Holly Powers 6/21/2017
MFP17002749
MFP17002750
Justin Johnson
6-21-2017
CUSTOMER CONTACTS
AUTHOR: JUSTIN BUCKINGHAM
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 4B
225 SW 7th ST
Renton, WA 98057
MATERIALS
-3 2436NB VAULTS
-1 2" CONDUIT
GENERAL SCOPE OF WORK
WAVE WILL BE RUNNING FIBER THROUGHOUT THE BUSINESS
PARK BETWEEN OAKESDALE AVE SW, SW 7TH ST AND SW GRADY
WAY. WAVE WILL DIRECTIONAL DRILL OR OPEN TRENCH FROM
ABOUT 600 SW 7TH ST TO ABOUT 838 SENECA AVE SW.
TITLE PAGE
1 CITY OF RENTON ROW PERMIT
APPROXIMATELY 570 FT OF
UNDERGROUND CONSTRUCTION
AREA OF WORK
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 1
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-1
1
2
MATCH PLAN VIEW 2
1
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-2
4
2
1 2
3
MATCH PLAN VIEW 1
4
4
2
1
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
V1
V1
V
2
V2 V2
V3
SW 7TH ST
SW 7TH ST
SENECA AVE SW
SENECA AVE SW
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
and the city of renton
all conduits under roadway shall be schedule 80
pvc or equivalent
when boring under trees (and their drip line)
contractor must maintain a minimum depth of 5
feet.
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
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Date:5/22/2017
Project#:13237
7th St
Lane
Closure
PAGE 1
SW 7th St
Seneca Ave SWN
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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)
END
ROAD WORK
500FT
500FT
END
ROAD WORK
Phil Fisk
Construc�on Manager
pfisk@wavebroadband.com
4259883295 (m)
X
X
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
600 SW 7th St,
Renton, WA 98057
BLXXXROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
500FTEND
ROAD WORK
ROAD
WORK
AHEAD RRRRRRRRwalkway 5' min
DETOUR
DETOUR
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.
TCP APPROVED
#MFP17002097
Seneca
Lane
Closure 1a
PAGE 2
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Project#:13237
Date:5/22/2017
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Seneca Ave SW
Seneca Ave SW
DETOUR
walkway 5' min
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
BL
DETOUR XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
705 SW 7th St,
Renton, WA 98057
Seneca
Lane
Closure 1a
PAGE 3
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Project#:13237
Date:5/22/2017
601 SW 7th St,
Renton, WA 98057
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Seneca Ave SW
Seneca Ave SW
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
DETOUR
XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
walkway 5' min
DETOUR
LB
Seneca
Lane
Closure 1a
PAGE 4
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Project#:13237
Date:5/22/2017
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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.
838 Seneca Ave SW,
Renton, WA 98057
500FT
END
ROAD WORK
END
ROAD WORK
500FT
Seneca Ave SW
Seneca Ave SW
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
DETOUR
XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
walkway 5' min
DETOUR
LB
MFP17002751
813 Thomas Ave SW
Justin Johnson 6-21-2017
must stake all row limitsrestoration shall be per city of renton standards
vaults located within the sidewalks require non-skid lids maintain a depth of 5 feet
when boring under trees and
their dripline
Holly Powers 6/21/2017
MFP17002749
MFP17002751
Justin Johnson
6-21-2017
CUSTOMER CONTACTS
AUTHOR: JUSTIN BUCKINGHAM
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 4C
225 SW 7th ST
Renton, WA 98057
MATERIALS
-5 2436NB VAULTS
-3 TEMPORARY BORE PITS
-1 2" CONDUIT
GENERAL SCOPE OF WORK
WAVE WILL BE RUNNING FIBER THROUGHOUT THE BUSINESS
PARK BETWEEN OAKESDALE AVE SW, SW 7TH ST AND SW GRADY
WAY. WAVE WILL DIRECTIONAL DRILL OR OPEN TRENCH IN THIS
SECTION OF THE PROJECT FROM ABOUT 850 SW 7TH ST, SOUTH TO
ABOUT 940 THOMAS AVE SW.
TITLE PAGE
1 CITY OF RENTON ROW PERMIT
APPROXIMATELY 1025 FT OF
UNDERGROUND CONSTRUCTION
AREA OF WORK
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
FTG
PLAN VIEW 1
PLAN VIEW 2
PLAN VIEW 3
PLAN VIEW 4
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. A part of Crossing Permit 13237
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
4
4
3
5
2
MATCH PLAN VIEW 2
1
5
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-2
2
MATCH PLAN VIEW 1
MATCH PLAN VIEW 3
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 VIEW P-3
2
4
3
MATCH PLAN VIEW 2
MATCH PLAN VIEW 4
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-4
2
4
MATCH PLAN VIEW 3
4 5
4
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
V1
V
2
V2 v3V3 v4v4V4
V4
V5
SW 7TH ST
THOMAS AVE SW
THOMAS AVE SW
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
and the city of renton
all conduits under roadway shall be schedule 80
pvc or equivalent
when boring under trees (and their drip line)
contractor must maintain a minimum depth of 5
feet.
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
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:Thomas Ave SWX
X
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
500FTEND
ROAD WORK
SW 7th St
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)
END
ROAD WORK
500FT
500FT
END
ROAD WORK
Phil Fisk
Construc�on Manager
pfisk@wavebroadband.com
4259883295 (m)BLXXXROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
ROAD
WORK
AHEAD
walkway 5' min
DETOUR
DETOUR
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.
850 SW 7th St,
Renton, WA 98057
RRRRRRRR
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
720 Thomas Ave SW,
Renton, WA 98057
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Thomas Ave SW
Thomas Ave SW
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
DETOUR
XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
walkway 5' min
DETOUR
LB
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Thomas Ave SW
Thomas Ave SW
DETOUR
walkway 5' min
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
BL
DETOUR XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
875 SW 7th St,
Renton, WA 98057
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Thomas Ave SW
Thomas Ave SW
DETOUR
walkway 5' min
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
BL
DETOUR XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
813 Thomas Ave SW,
Renton, WA 98057
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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
END
ROAD WORK
500FT
Thomas Ave SW
Thomas Ave SW
DETOUR
walkway 5' min
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
BL
DETOUR XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
933 Thomas Ave SW,
Renton, WA 98057
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
Peter Mar�n Permit Tech I
pmar�n@wavebroadband.com
425.647.1005
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.
960 Thomas Ave SW,
Renton, WA 98057
500FT
END
ROAD WORK
END
ROAD WORK
500FT
Thomas Ave SW
Thomas Ave SW
NBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
DETOUR
XXXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
XXXX
walkway 5' min
DETOUR
LB