B08_Attach_2_Drawings.pdf
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- YELL 338221 - Bridge Preservation - 5 Bridges
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19499
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NOT TO SCALE 6355
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DETOUR
AHEAD
M PH. . .
M PH. . .
ROAD
CLOSED
M PH. . .
CLOSED
AHEAD
LANE
RIGHT
5' -0
(M in
D
ROADWAY
6'-0" (Min.)
6' to 12'
4' -0
(M in
4' -0
(M in
D
1' -0
(M in
7' -0
(M in
D
NOTE: FOR SIGNS REQUIRING 6" X 6" POSTS AND
GREATER, SIGNS ARE CONSIDERED TO BE
NON-BREAKAWAY IF MULTIPLE POSTS ARE
REQUIRED AND THE POSTS CANNOT BE SPACED
A MINIMUM OF 7 FEET APART.
HOLES(SEE TABLE)
WOOD POST, (FIXED)
TRAFFIC
SIGN PANEL
1' -0
(M in
7' -0
(M in
ROADWAY
6"
2'-0" (Min.)
D
6"
2'-0" (Min.)
ROADWAY
1. MOUNT SIGNS THAT ARE WIDER THAN 3 FEET OR
LARGER THAN 10 SQUARE FEET ON DOUBLE POSTS.
2. ALL LUMBER DIMENSIONS ARE NOMINAL.
3. THE CONTRACTOR MAY SUBMIT ALTERNATE
DETAILS FOR PORTABLE SIGNS. ENSURE SIGN
MOUNTS HOLD THE SIGN FACE IN A VERTICAL
PLANE. PORTABLE SIGNS MAY BE MOUNTED LOWER
THAN FIXED SIGNS WHEN APPROVED BY THE CO.
ENSURE ALL PORTABLE SIGN SUPPORTS MEET THE
REQUIREMENTS OF MASH FOR
CRASHWORTHINESS.
4. WHEN PARKING IS PERMITTED WITHIN 200 FEET
OF THE SIGN, MOUNT THE SIGN A MINIMUM OF 7
FEET ABOVE THE PAVEMENT SURFACE.
5. WHEN APPROVED BY THE CO AND THE UTILITY
COMPANY, UTILITY POLES MAY BE USED FOR SIGN
MOUNTING.
6. FOR POSTS 4-INCH X 6-INCH AND GREATER, SEE
THE BREAKAWAY SUPPORT DETAIL. IF BREAKAWAY
DESIGN CANNOT BE USED DUE TO POST SPACING,
PLACE THE SIGN OUTSIDE THE CLEAR ZONE OR
SHIELD WITH BARRIER. DO NOT PLACE HOLES IN
POSTS OF NON-BREAKAWAY SIGNS.
7. THIS STANDARD WAS DERIVED FROM THE U.S.
DEPARTMENT OF TRANSPORTATION FLH STANDARD
E635-01.
8. CONTRACTOR TO USE PORTABLE MOUNTING FOR
SIGNS UNLESS WOOD POSTS ARE NEEDED.
CONTRACTOR SHALL GET CO APPROVAL FOR ANY
LOCATION THAT REQUIRES WOOD POST
INSTALLATION.
POST SIZE TABLE
POST SIZE D HOLE
DIAMETER
MAXIMUM SIGN AREA
(Sq. Ft.)
4" x 4" 4" x 6" 6" x 6" 6" x 8"
4' 4' 5' 5'
1 Post 2 Post 3 Post 4 Post
None Required 1.5" 2" 3"
10 20 35 50 70
165125
BREAKAWAY SUPPORT DETAIL
(FIXED SIGNS 4" X 6" AND GREATER POSTS)
RURAL AREA
URBAN AREA
FIXED ROADWAY SIGNS
PORTABLE SIGNS
(SEE NOTES 3 AND 4)
D
NOTES:
DETOUR
NOT TO SCALE 6358
NOTE:
M inor Road
M ajor Road
A
73.
[14
0'- 6.9 45"
15.
[30
15.
[30
15.
[30
ADVANCE WARNING AREA
ADVANCE WARNING AREA
C
B
A
A
A
A
A
Pro jec t Li mits
ROAD WORK
END
WORK
ROAD
AHEAD
ROAD NAME
WORK
ROAD
AHEAD
ROAD WORK
END
WORK
ROAD
xxxxx
WORK
ROAD
xxxxxxx
ROAD WORK
NEXT xx MILES
WORK
ROAD
AHEAD
xx
MPH
ROAD NAME
ROAD WORK
END
WORK
ROAD
xxxxxxx
ROAD WORK
END
xx
MPH
WORK
ROAD
xxxxxxx
ROAD WORK
NEXT xx MILES
W20-1 over W16-8P See Note 8
W20-1
G20-2
W20-1 See Note 9
W20-1 See Note 9
W13-1P (optional)
G20-1 See Note 10
G20-2
W20-1 over W16-8P See Note 8
G20-2
G20-2
W20-1 See Note 9
W20-1 See Note 9
W13-1P (optional)
G20-1 See Note 10
Erect all project advance warning signs before starting construction work.
Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.
Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs to fit field conditions as approved. Vary messages as required.
Install advisory speed plaques under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.
Ensure all sign supports exposed to traffic are crashworthy.
Maintain two-way traffic during all non-work hours except as approved.
Do not store traffic control devices along the roadway when not in use.
Cover post-mounted signs when not applicable.
If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).
The message on the W20-1 signs may be ROAD WORK AHEAD or may specify the distance to the work area in feet or in miles. Install an additional W20-1 sign when approach speeds exceed 50 mph. When used, place the two W20-1 signs "B" feet apart according to the sign spacing table.
For work zones that are 2 miles or more in length, install G20-1 signs at each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.
If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.
State standards may be used as an alternative if approved.
Detail derives from Federal Highway Administration (FHWA) Standard 635-1.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Road Nam e
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
Expressway / Freeway Rural greater than 50 mph Urban and Rural 35 mph and 50 mph Urban and Rural 30 mph or less 100 100 100
350 350 500 500 1000 2640
NOT TO SCALE 6359
NOTE:LENGTH AND SPACING TABLE
APPROACH
SPEED* TAPER
AREA
BUFFER
SPACE
WORK
SPACE
CHANNELIZING DEVICE
* Approach speed based on the regulatory posted speed, not the advisory speed.
BUFFER
SPACE
LENGTH
Traffic flow
Traffic flow
1.
2.
3.
4.
5.
6.
7.
8.
9.
Signs are shown for one direction of travel only. Place signs similar to those depicted for the opposite direction of travel.
A single signal installation is acceptable, on the right-hand side of the road, if it has two signal faces that are at least 8 feet apart and meets the other requirements of the MUTCD.
Install and operate temporary traffic control signals in accordance with the requirements of the MUTCD. Establish signal timing using a qualified engineer. When the signal is changed to the flashing mode either manually or automatically, ensure red signal indications are flashed to both approaches.
Final location and spacing of devices may be changed to fit field conditions as approved. If signals are moved, determine revised signal timing using a qualified engineer.
For paved roadway surfaces, install stop lines complying with the MUTCD.
Remove existing conflicting pavement markings and raised markers between the work space and the stop line. Add no-passing lines in advance of the stop line that comply with the MUTCD. Removable pavement markings may be used for stop lines and no-passing pavement markings.
If closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.
For project specific minimum width, refer to Special Contract Requirements.
Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.
Detail derives from Federal Highway Administration (FHWA) Standard 635-9.
G20-2 See Note 6
ROAD WORK
END
W3-3
R10-6
W20-1 See Note 6
W20-4
W13-1P (optional)
STOP
HERE ON
RED
xx
MPH
ONE LANE
ROAD
AHEAD
WORK
ROAD
AHEAD
W1-4R (optional)
R10-6
STOP
HERE ON
RED
G20-2 See Note 6
ROAD WORK
END
TERMINATION AREAVARIABLE
(See Length and Spacing Table)
ATAPER AREABUFFER SPACE
(optional)
WORK SPACE
(optional)
TAPER AREA BUFFER SPACEC B A
ADVANCE WARNING AREA (See Sign Spacing Table)
See Note 5 Device spacing (See Length and Spacing Table)
Type B warning light (optional)
STOP LINE
See Note 5
STOP LINE
See Note 5
Temporary traffic signal See Note 2
Temporary traffic signal See Note 2
Channelizing devices
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
Expressway / Freeway Rural greater than 50 mph Urban and Rural 35 mph and 50 mph Urban and Rural 30 mph or less 100 100 100
350 350 500 500 1000 2640
20 40 20 50 20 60 20 70
NOT TO SCALE 6360
NOTE:LENGTH AND SPACING TABLE
APPROACH
SPEED* TAPER
AREA
BUFFER
SPACE
WORK
SPACE
CHANNELIZING DEVICEBUFFER
SPACE
LENGTH
WORK ZONE
CLEAR ZONE
WIDTH
CONCRETE
BARRIER
FLARE
RATE
1:8 1:8 1:8 1:9 1:10 1:12 1:14 1:16 1:16 1:16 1:16
1.
2.
3.
4.
5.
Install signs and other devices for single lane closure according to FHWA Standard 635-9. Final location and spacing of devices may be changed to fit field conditions as approved.
Place barrier according to the AASHTO Roadside Design Guide. Terminate barrier ends outside the work zone clear zone or protect the barrier ends with a crash cushion.
Include reflectors on barrier at 25 ft intervals.
For project specific minimum width, refer to Special Contract Requirements.
Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.
Detail derives from Federal Highway Administration (FHWA) Standard 635-13.
Device Spacing
TAPER AREA
(50' - 100')
BUFFER SPACE
(optional)
(See Length and Spacing Table) VARIABLE WORK SPACE
BUFFER SPACE
(optional) TAPER AREA (50' - 100')
Remove conflicting pavement markings
Channelizing devices
See Note 2 See Note 2
* Approach speed based on the regulatory posted speed, not the advisory speed.
Portable traffic barrier See Note 2
20 40 20 50 20 60 20 70
NOT TO SCALE 6361
Local tangent
STOP LINE
See Note 5
Bottom of edge panel < 10
Attach sign panels with a minimum of two 1/4" diameter bolts per post.
H1 and H2 = Overall post length.
Select post lengths to fit field conditions.
D = Post embedment depth for average soil conditions.
In areas where lateral distance is limited, a minimum lateral offset of 2 ft may be used. In areas with curbs, a minimum lateral distance of 1 ft behind the face of the curb may be used.
In pedestrian locations, or in areas with obstructed views, use 7 ft minimum mounting height for main sign and 6 ft minimum mounting height for secondary sign.
Use 7 ft minimum spacing between posts for sign posts 6" x 6" or larger.
State standards may be used as an alternative if approved.
Detail derives from Federal Highway Administration (FHWA) Standard 635-14.
NOTE:
90°
93°
WOOD POST SELECTION TABLE
X X
0.75X
H
H
X 0.2X 0.6X 0.2X
Y
D
H
D
H
D
H
Long side of post
D
SINGLE POST SIGN TWO POST SIGN
SIGN INSTALLATION ANGLE
POST DETAIL
Ed ge o f sh ou ld er
Ed ge o f tr av el ed w ay
4" 1'
-2
5' m in
1.
2"
.5 m in
1.8" [87.782] - 12'
5'-1" [97535.990]
WIDTH
"X"
AREA
NUMBER
OF POSTS
POST SIZE D HOLE SIZE
(SQFT)
Diamond ≤ 36" Other Shapes ≤ 48"
Diamond ≤ 48" Other Shapes ≤ 12'
(INCH) (INCH) (INCH)
Diamond ≤ 48" 10 - 20 10 - 20 20 - 50 50 - 65 50 - 65 65 - 95 65 - 95
> 13' 12' - 16'
> 17' > 30'
4 x 4 4 x 6 6 x 6 4 x 4 4 x 6 6 x 6 4 x 6 4 x 6 6 x 6
1.5
1.5
1.5 1.5
Bottom of edge panel
1.
2.
3.
4.
5.
6.
7.
8.
NOT TO SCALE 6362
* Approach speed based on the regulatory posted speed, not the advisory speed.
Device spacing (See Length and Spacing Table)
(optional)
BUFFER SPACE
W20-1 See Note 4
W20-4
W13-1P (optional)
W20-7
W16-2P
WORK SPACE
G20-2 See Note 4
Signs are shown for one direction of travel only. Place signs similar to those depicted for the opposite direction of travel.
Final location and spacing of devices may be changed to fit field conditions as approved.
For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle.
Prominently display the name of the Contractor on the pilot car.
If closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.
For project specific minimum width, refer to the Special Contract Requirements, Section 34 20 00.
Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.
Detail derives from Federal Highway Administration (FHWA) Standard 635-6.
1.
2.
3.
4.
5.
6.
(optional)(optional)
Traffic flow
Traffic flow
Channelizing devices Flagger location
ADVANCE WARNING AREA (See Sign Spacing Table) (See Length and Spacing Table)
C B A TAPER AREA BUFFER SPACE VARIABLE BUFFER SPACE TAPER AREA A
WORK
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
xx
MPH
xxx
FEET
Flagger location
TERMINATION AREA
ROAD WORK
END
NOTES:
SIGN SPACING TABLE
LENGTH AND SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
Expressway / Freeway
APPROACH
SPEED* TAPER
AREA
BUFFER
SPACE
WORK
SPACE
CHANNELIZING DEVICEBUFFER
SPACE
LENGTH
1000 1500 2640
Rural greater than 50 mph Urban and Rural 35 mph to 50 mph Urban and Rural 30 mph and less 100
NOT TO SCALE 6363
| Sheets and Views |
| Cover Sheet-Layout1 |
| G01 - Index of Sheets-Layout1 |
| G02 - General Notes-Layout1 |
| G03 - Bridge Preservation Area Overview-Layout1 |
| G04 - 1570-009P Gibbon River Bridge #5 Area Map-Layout1 |
| G05 - 1570-012P Old Faithful Interchange Area Map-Layout1 |
| G06 - 1570-015P Firehole River Bridge #3 Area Map-Layout1 |
| G07 - 1570-017P Bridge Bay Bridge Area Map-Layout1 |
| G08 - 1570-060S Firehole River Bridge Midway Area Map-Layout1 |
| E01 - 1570-015P Firehole River Bridge #3 Temp Erosion and Sediment Control Plan-Layout1 |
| E02 - 1570-017P Bridge Bay Bridge Temp Erosion and Sediment Control Plan-Layout1 |
| E03 - 1570-060S Firehole River Bridge Midway Geyser Basin Temp Erosion and Sediment Control Plan-Layout1 |
| S01 - 1570-009P Gibbon River Bridge #5 Plan and Elevation-Layout1 |
| S02 - 1570-009P Gibbon River Bridge #5 Section-Layout1 |
| S03 - 1570-009P Gibbon River Bridge #5 Photo Sheet-Photo Sheet 1 |
| S04 - 1570-012P Old Faithful Interchange Plan and Elevation-Layout1 |
| S05 - 1570-012P Old Faithful Interchange Section-Layout1 |
| S06 - 1570-012P Old Faithful Interchange Photo Sheet-Photo Sheet 1 |
| S07 - 1570-015P Firehole River Bridge #3 Plan and Elevation-Layout1 |
| S08 - 1570-015P Firehole River Bridge #3 Section-Layout1 |
| S09 - 1570-015P Firehole River Bridge #3 Photo Sheet-Photo Sheet 1 |
| S09 - 1570-015P Firehole River Bridge #3 Photo Sheet-Photo Sheet 2 |
| S11 - 1570-017P Bridge Bay Bridge Plan and Elevation-Layout1 |
| S12 - 1570-017P Bridge Bay Section-Layout1 |
| S13 - 1570-017P Bridge Bay Bridge Photo Sheet-Photo Sheet 1 |
| S13 - 1570-017P Bridge Bay Bridge Photo Sheet-Photo Sheet 2 |
| S15 - 1570-060S Firehole River Bridge Midway Geyser Basin Plan and Elevation-Layout1 |
| S16 - 1570-060S Firehole River Bridge Midway Geyser Basin Section-Layout1 |
| S17 - 1570-060S Firehole River Bridge Midway Geyser Basin Photo Sheet-Photo Sheet 1 |
| S17 - 1570-060S Firehole River Bridge Midway Geyser Basin Photo Sheet-Photo Sheet 2 |
| T03.30A - Concrete Spall Repair Detail-Curb Repair |
| T03.30B - Seal Cracks Detail-Layout1 |
| T03.30M - Install Concrete Curb Detail-Layout1 |
| T03.30Q - Joint Clean and Reseal Detail-Layout1 |
| T03.30S - Seal Steel Expansion Joint Detail-Layout1 |
| T03.30U - Repair Deck Joints Detail-Layout1 |
| T03.30V - Repair Bridge Deck Detail-Layout 1 |
| T03.30W - Repair Bridge Deck Overhang Detail-Layout 1 |
| T04.01F - Cleaning and Sealing Vertical Joints Detail-Layout1 |
| REPAIR CONCRETE CURB AND GUTTER DETAIL |
| T04.01P - Repair Masonry Wall Detail-Layout1 |
| T05.12S - Install Bearing Support Detail-Layout1 |
| T05.52D - Reset Railing Sleeve Joint Detail-Layout1 |
| T05.52G - Drill and Epoxy Bridge Rail Base Plate Anchors Detail-Layout1 |
| T05.52K - Repair Conduit with Splice Detail-Layout1 |
| T07.18H - Hydro-Demo and Overlay Detail-Layout1 |
| T09.90A - Clean and Paint Railings and Steel Girders Detail-Layout1 |
| T31.25B - Silt Fence Detail-Layout1 |
| T31.25F - Sediment Control Log Details-Layout1 |
| T31.25H - Erosion and Undermining Repair Detail-Curb Repair |
| T31.25V - Vehicle Tracking Control Details-Layout1 |
| T31.32S - Scour Protection Detail-Layout 1 |
| T32.12D - Asphalt Patching Pavement At Approach Detail-P14 - Patching Detail |
| PLOT |
| T32.31B - Roadway Adjustable Gate Detail-Layout1 |
| T33.42H - Buried Pipe Rundown Detail-Layout1 |
| T33.42J - Drop Inlet Detail-DROP INLET RUNDOWN DETAIL |
| T33.42K - Drop Inlet Grate Detail-DROP INLET GRATE DETAIL |
| T34.10B - Construction Traffic Control Sign Mounting Detail-Layout1 |
| T34.20E - Temporary Traffic Control Advanced Signing Detail-Layout1 |
| T34.20F - Temporary Traffic Control Single Lane Closure with Signals Detail-Layout1 |
| T34.20G - Temporary Traffic Control Temporary Barrier Detail-Layout1 |
| T34.20H - Temporary Traffic Control Sign Post Installation Detail-Layout1 |
| T34.20S - Temprorary Traffic Control Single Lane Closure Layout (With Flaggers)-Layout1 |
File details come from the government source that posted it. Updated .