HomeMy WebLinkAboutMFP17003042_SUBMITTALCUSTOMER 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 5B
865 Lind Ave. SW
Renton, WA 98057
TITLE PAGE
1 CITY OF RENTON ROW PERMIT
APPROXIMATELY 1000' FT OF
UNDERGROUND CONSTRUCTION
MATERIALS
-(4) 2436NB VAULTS
-(1) 2" CONDUIT
GENERAL SCOPE OF WORK
- FROM THE CORNER OF RAYMOND AVE. SW AND SW 12 TH ST
BORE AND INSTALL (1) 2" CONDUIT TO LIND AVE. PLACE. (SEE
PLAN VIEW 1 THROUGH 4 )
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
LEGEND
DETAIL
1. Proposed attachment to PSE poles
with (1)1¼” Strand and FOC.
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. Existing 25 TA 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
MATCH PLAN VIEW 4
1
2
4
4 MATCH PLAN VIEW 22
LEGEND
DETAIL
1.Proposed attachment to PSE poles
with (1)1¼” Strand and FOC.
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
4 MATCH PLAN VIEW 1MATCH PLAN VIEW 32
317418-165637
LEGEND
DETAIL
1.Proposed attachment to PSE poles
with (1)1¼” Strand and FOC.
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-3
2
MATCH PLAN VIEW 2
MATCH PLAN VIEW 2MATCH PLAN VIEW 44
2
317426-165680
LEGEND
DETAIL
1.Proposed attachment to PSE poles
with (1)1¼” Strand and FOC.
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
MATCH PLAN VIEW 4MATCH PLAN VIEW 32
2 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-1Raymond AVE. SWSW 12th ST
SW 12th STV1
V2
SW 12th STSeneca
V3 V4
General Notes
*A copy of the permit shall be on site at all times.
*Where permits from state, county, city, railroad or government agencies are required all work performed will comply with these agencies standard specifications.
*Work areas to comply with OSHA/WISHA safety standards and traffic control plans approved in the permit.
*WDH reserves the right to inspect at any time the work being performed by the contractor. If the WDH representative determines that the work is not being performed to minimum quality standards , then the contractor shall provide
rework at his own cost.
*Any change in project scope, including but not limited to, conduit length, conduit path, aerial path etc., must be approved by WDH representative.
General Underground Construction Notes
*Contractor is responsible for locating all utilities 48 hours prior to construction activity. See local directory for contact telephone number of local call before you dig agency.
*Any and all underground utilities encountered are the responsibility of the contractor to locate, protect, and repair, if damaged.
*Bore depths shall be a minimum of 36" deep. If 36" depth is not attainable , you must get the written approval of the WDH Construction Lead/Manager and document , in detail, the path and depth variance.
*Conduit sweeps at the sides of structures (buildings or poles) shall be Sched 40 PVC 3ft radius with bell ends down.
*Sweeps at poles shall be a minimum of 5" from the pole and/or line up with an empty spot on any existing riser brackets.
*If no existing riser brackets are present, the conduit shall sweep up on the side of the pole with the 'butt gain' cut out.
*Sweeps at the side of a building shall be approximately 2" from the wall to accommodate uni-strut to secure the conduit to the wall vault or BRC riser (which ever is placed).
*All vaults shall be set on a 4" layer of drainable gravel material and conduit shall extend above the gravel surface.
*Conduit shall extend no more than 2" above gravel base inside of vaults or no more than 2" inside vault sidewall penetrations.
*Concrete vault wall penetrations shall be grouted, inside and out.
*Hard surface restoration (asphalt or concrete) must be restored within 3 weeks of job completion, or as weather permits.
*All buried infrastructure must be accompanied with warning tape and/or tracer wire – as called out.
*Locate wire to be exposed at the base of any riser.
*All conduit to be plugged with expandable foam or duct seal after fiber is placed.
*Bore depth profile shall include: - Detailed description of 0.00 start station. including GPS coordinates (can be obtained from Google Earth in Degrees/Decimal format ) - Bore direction in Degree's-magnetic (can be
obtained from Google Earth measuring tool) - Bore vertical profile data at 20ft intervals with occasional detailed description of interval station, listed as x+xx ft. and xx in deep - Lateral alignment in relation to the road
curb or centerline listed as 0.00ft E-W-N or S of Curb, Fog line or Centerline.
General Aerial Construction Notes
*All work to be NESC compliant.
*All fiber cables to be double-lashed to strand.
*Install anchors before strand is tensioned and fiber installed.
*All risers shall be installed on the 'cut out' side of the pole where the 'Butt Gain' notch is.
*Conduit on risers shall always have the bell end down.
Fiber Placement Notes
*If WDH is co-occupying developer installed conduit with other telecommunications facilities, we shall pull in a multi cell duct divider system, such as MaxCell and pull the WDH fiber in one of the cells.
*Fiber optic identification tags shall be placed at every work pole, manhole, fiber, storage loops , splice cases and where indicated by project manager . tags need to be placed so as to be read from the ground.
*All fiber in vaults and exposed in buildings shall have BRC/WDH 'ID Carrots' at input and output and at approx. 60ft intervals.
*Cable lubrication shall be used to reduce pulling tension. Lubricants must not contain any petroleum products.
*A 100 foot fiber coil must remain in all vaults unless otherwise noted.
*All risers will be capped at all times.
*All slack shall be marked with colored tape at the “ID carrots” to indicate direction to the next structure (vault or pole, Not snowshoe )
1.) The Center of the slack shall have the colored tape next to each other to indicate the center of the stored slack.
2.) RED tape for the next structure South (2) bands RED and West (1) RED - from current location.
3.) BLUE tape for the next structure – North (2) bands BLUE and East (1) band BLUE - from the current location.
*When preparing slack for a new splice closure, mark the center with colored tape to show direction.
*If there is traffic control required at the splice location, prep the splice tails for splicing.
*If excess cable is pulled off the reel, NEVER cut the excess off.
*Always distribute the excess along the project path as follows; Under 60ft –store at the nearest slack storage. Over 60ft –call the PM to determine how to distribute.
CONSTRUCTION
STANDARDSC-1
General Requirements and Information
*Work is expected to begin no less than 7 days upon issuance of work order and approved permits to Contractor unless otherwise agreed upon in writing by WDH project manager.
*Contractor shall ensure they have and maintain valid Business Licenses as needed to perform the work.
*Contractor shall provide within 3 days of issuance a written schedule for anticipated completion time frames.
*Contractor shall place multiple crews on the project as needed to ensure completion of the project within the agreed upon project schedule.
*Contractor shall ensure any and all subs they may elect to use, meet all WDH requirements as listed in this RFP or as agreed upon between WDH and Contractor.
*Contractor also agrees to be solely responsible for any and all activities performed by the sub and accepts all liabilities implicit and/or implied for those activities performed by the sub.
Materials
*Fiber shall be provided by Wave Division Holdings
*All other material shall be furnished by contractor, unless otherwise agreed upon with project manager.
Closeout Package
*Complete and submit Wave Division Holdings documentation forms.
*Submit as-built prints within 1-week of job completion, prior to submitting an invoice.
*Invoice needs to include mule tape footage for start and end of conduit, if fiber is not placed.
*As -Built documentation needs to include fiber sequential at all locations (i.e. vaults in/out, riser , pole, loops in/out, tails, etc.).
*Invoice needs to include fiber reel number and pre-construction sequential (Inside/Outside) and Post-Construction sequential (Inside/Outside).
*Send all Invoices to Accounting@blackrockcable.com, with the job name in the subject line
*New Underground As-built documentation will consist of an aerial overview detailing new facilities pathway, including structures (i.e.. vaults, risers, etc.) and where applicable, accompanied by a bore profile.
*Bore depth profile:
1.) Shall include: - Detailed description of 0.00 start station. including GPS coordinates (can be obtained from Google Earth in Degrees/Decimal format )
2.) Bore direction in Degree's-magnetic (can be obtained from Google Earth measuring tool)
3.) Bore vertical profile data at 20ft intervals with occasional detailed description of interval station, listed as x+xx ft. and xx in deep
4.) Lateral alignment in relation to the road curb or centerline listed as 0.00ft E-W-N or S of Curb, Fog line or Centerline.
*WDH reserves the right to request additional close out information on a per project basis. These specific requests will be agreed upon prior to work commencement.
All footages shall be listed on the invoice as such:
Reel # C024-0615
Inside footage: 0'
Outside footage:12,342 '
End Footage: 19,998'
Numbers above are examples All invoices will be rejected if the footages are not listed as such and match the inventory of the reel on file.
Footages for invoicing purposes.
*Inside footage – This is the inner footage typically exiting center of reel – remains the same until all fiber is removed.
*Outside footage - This is the outside footage at the reel, as it comes off the reel after the job is complete.
*End footage - This is the end of the fiber at the far end of the job , after the job is complete.
CONSTRUCTION
STANDARDSC-2
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.Lind Ave SWSW 12th S
t Lind Ave SWSW 12th S
t
1201 Lind Ave SW, Renton
N
walkway 5' min
END
ROAD WOR
K
500FT500FTEND
ROAD WORK ROAD
WORK
AHEAD
X
END
ROAD WO
R
K500FTXROAD
WORK
AHEAD
END
ROAD WORK500FT
BLXXXROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
DETOUR
DETOUR
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
B L
XXX
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
XXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
SW 12th St
SW 12th 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)
Phil Fisk
Construc�on Manager
pfisk@wavebroadband.com
4259883295 (m)
555 SW Grady Way, Renton
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:
B L
XXX
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
XXXBE
PREPARED
TO STOP
ROAD
WORK
AHEAD
SW 12th St
SW 12th 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)
Phil Fisk
Construc�on Manager
pfisk@wavebroadband.com
4259883295 (m)
607 SW Grady Way UNIT 220, Renton
LEGEND:
SITE ADDRESS:
PERMIT TECH:
CONSTRUCTION MANAGER:
CONTACTS:BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
BLXXXX
X
X
ROAD
WORK
AHEAD
BE
PREPARED
TO STOPX XXROAD
WORK
AHEADBE
PREPARE
D
TO STOP
Raymond Ave SWSW 12th 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)
811 SW Grady Way, Renton