Washakie Plans.pdf
PDF 5 MB Posted
- Attached to
- UNITED STATES FOREST SERVICE, ROCKY MOUNTAIN REGION 2, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
- Solicitation number
- 1240LU24R0013
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a set of engineering drawings and specifications for the Washakie Road Work 2024 project located in the Shoshone National Forest, Washakie Ranger District in Fremont County, Wyoming. The plans consist of 20 sheets detailing road work across multiple National Forest System Roads (NFSR) including NFSR 300, 302, 307, 308, 326, 327, and 351.
The work includes roadway reconditioning, aggregate surface course installation, culvert installation and replacement, drainage improvements, and erosion control measures. Specific requirements include installing 18-inch diameter corrugated metal pipes, constructing rolling dips, performing roadway reconditioning on Level 3 Roads with Compaction Method 2, and placing aggregate surface course with Compaction Method "B". The plans provide detailed specifications for culvert bedding, installation methods, erosion control measures using silt fences and straw wattles, and temporary traffic control requirements. The project encompasses work on multiple forest roads and campground access routes, including Louis Lake Road, Fiddlers Lake Road, and facilities such as boat docks and campground loops. The plans are approved by the Forest Service Region Two engineering staff and include standard construction details and work lists for each road segment.
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Other files
| File | Type | Posted |
|---|---|---|
| Past Performance Questionnaire.docx | DOCX document | |
| Cottonwood Plans 2.pdf | ||
| Cottonwood Plans 1.pdf | ||
| Berry Creek Plans.pdf | ||
| Washakie Food Storage Order.pdf | ||
| Washakie TOPR.pdf | ||
| Berry Creek TOPR.pdf | ||
| Cottonwood TOPR.pdf | ||
| 1240LU24R0013 Region 2 Road and Bridge MATOC.pdf | ||
| Washakie FSSS.pdf | ||
| Washakie SOI.xlsx | XLSX spreadsheet | |
| Cottonwood SOI.xlsx | XLSX spreadsheet | |
| Berry Creek Submittal Reg.xlsx | XLSX spreadsheet | |
| Berry Creek FSSS.pdf | ||
| Cottonwood Submittal Reg.xlsx | XLSX spreadsheet | |
| Berry Creek SOI.xlsx | XLSX spreadsheet | |
| Equipment Cleaning Form_Fillable_20241203.pdf | ||
| Cottonwood Map.pdf | ||
| Cottonwood FSSS.pdf | ||
| R2 Fire Plan.pdf |
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Text version
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:
Washakie Road Work 2024
6-2024 LPD Revised 20240927
Washakie Road Work 2024
Washakie Road Work 2024
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION TWO
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
FREMONT COUNTY
AREA MAP
REVIEWED AND RECOMMENDED BY:
DISTRICT RANGER
CONSISTENT WITH APPLICABLE
REGULATORY AND LAND MANAGEMENT
PLAN REQUIREMENTS
DATE
APPROVED BY:
SHOSHONE REHLM STAFF OFFICER
COMPLIES WITH TECHNICAL ROAD
REQUIREMENTS AND ENGINEERING STANDARDS
DATE
FOREST ENGINEER
PLANS, SPECIFICATIONS AND COST ESTIMATES
MEET TECHNICAL REQUIREMENTS
DATE
Sheet List Table Sheet Number Sheet Title
1 TITLE
2 PROJECT MAP
3 NFSR 300
4 NFSR 302
5 NFSR 307
6 NFSR 308
7 NFSR 326 & 327
GENERAL PROJECT NOTES9
10 WORKLIST NFSR 300 & NFSR 302
11 WORKLIST NFSR 300.2E, 307, 307.1A, 308, 308.1C, 308.1D
12 WORKLIST NFSR 326, 327, 351
13 CONSTRUCTION SIGNS
14 157 - EROSION CONTROL
15 SHEET NUMBER NOT USED
17 DRAINAGE dIP ROLLING DIP TYPICAL
18 301 - TYPICAL SURFACING SECTIONS 303 -
ROADWAY RECONDITIONING
19 602 - CULVERT BEDDING
20 602 - CULVERT INSTALLATION
LOCATION MAP
Project LocationProject Location
NFSR 351
SHEET NUMBER NOT USED
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
ROCKY MOUNTAIN REGION
REGION 2 PROJECT MAP
6-2024 CJOHLER BBATISTA 2
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 NFSR 300
6-2024 CJOHLER BBATISTA 3
3WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 NFSR 302
6-2024 CJOHLER BBATISTA 4
4WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 NFSR 307
6-2024 CJOHLER BBATISTA 5
5WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 NFSR 308
6-2024 CJOHLER BBATISTA 6
6WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 NFSR 326 & 327
6-2024 CJOHLER BBATISTA 7
7WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SHEETCHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
WASHAKIE RANGER DISTRICT
SHOSHONE NATIONAL FOREST
WASHAKIE IDIQ ROAD MAINTENANCE 2024
ROCKY MOUNTAIN REGION
REGION 2 NFSR 351
6-2024 CJOHLER BBATISTA 8
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1. BEFORE YOU DIG: ONE CALL OF WYOMING, 514 GRAND AVE. #502, LARAMIE, WY 82072.
2. CALL 811 OR 800-849-2476 AT LEAST TWO FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION
ITEM 602(01)A 18-INCH 16 GUAGE DIAMETER CORRUGATED METAL PIPE, COMPACTION METHOD "F" NOTES:
1. LOCATIONS FOR PIPE INSTALLATION ARE APPROXIMATE. CONTRACTING OFFICER (CO) WILL STAKE OUT LOCATIONS PRIOR TO WORK. PROVIDE ATLEAST 48 HOURS NOTICE TO COR WHEN READY FOR LOCATIONS TO BE STAKED AND PRIOR TO START OF WORK ON CULVERTS.
GENERAL PROJECT NOTES:
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
ROCKY MOUNTAIN REGION
REGION 2 GENERAL PROJECT
NOTES
6-2024 CJOHLER BBATISTA 9
LPD 09/26/2024
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 WORKLIST
NFSR 300 & NFSR 302
6-2024 CJOHLER BBATISTA 10
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
LPD - 09/27/2024
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 WORKLIST
NFSR 300.2E, 307, 307.1A, 308, 308.1C, 308.1D
6-2024 CJOHLER BBATISTA 11
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
LPD - 09/27/2024
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SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 WORKLIST
NFSR 326, 327, & 351
6-2024 CJOHLER BBATISTA 12
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
LPD - 09/27/2024
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Construction Signs for Forest System Roads
1. All work shall be done in accordance with the Standard Specifications applicable to the Project and the "Manual on Uniform Traffic Control Devices for all Classes of Streets and Highways" (MUTCD) published by the U.S.
Department of Transportation, Federal Highway Administration.
2. Contractor shall submit a Temporary Traffic Control (TTC) plan for review by the CO. Work on the Project shall not be started until all required signs are in place as agreed upon by the CO and the Contractor.
3. Where traffic is maintained through or over any part of the Project, the Contractor will be required to mark all hazards within the limits of the Project (including connecting roads) with well-maintained signs. Signs shall be moved, added to, changed or removed as required during the progress of construction and removed entirely when the Project is completed.
4. All signs shall be placed for best visibility and legibility, maintained in good condition and kept clean and free of dirt at all times. Contractor's vehicles and equipment must be parked so that signs and barricades are visible to approaching traffic at all times.
5. When it is known that signs will be needed at one location for long periods of time (ie. 3 to 4 weeks), a permanent sign support should be considered. The following factors, in addition to time periods, should be considered in making the decision of a permanent or temporary sign support: amount of logging traffic, vehicle speeds, motorized mixed use, sight distance, road conditions, road width, average daily traffic and local special events that could increase traffic volume.
All sign supports must be crashworthy as outlined in Part 6 of the MUTCD.
6. Information specific to the Sample Temporary Traffic Control Devices shown on this sheet:
The ROAD WORK, XX FEET, XX MILES, or AHEAD (W20-1) sign, which serves as a general warning of obstructions or restrictions, should be located in advance of the work space or any detour, on the roadnwhere the work is taking place. Where traffic can enter a TTC zone from a crossroad or a major (high-volume) driveway, an advance warning sign should be used on the crossroad or major driveway.
The ROAD MACHINERY AHEAD (W21-3) sign may be used to warn of machinery operating in or adjacent to the roadway.
The TRUCK CROSSING (W8-6) sign may be used to alert road users to locations where unexpected travel on the roadway or entries into or departures from the roadway by construction vehicles might occur. These locations might be relatively confined or might occur randomly over a segment of roadway.
The HEAVY TRUCK TRAFFIC (FW8-6a) Sign may be used to alert road users to locations where unexpected heavy truck traffic occurs in or adjacent to the roadway.
The END ROAD WORK Sign (G20-2) should be placed near the downstream end of the termination area, as determined by engineering judgment. The END ROAD WORK sign may be installed on the back of a warning sign facing the opposite direction of road users or on the back of a Type 3 Barricade.
The ROAD CLOSED Sign (R11-2) should be installed where roads have been closed to all traffic (except authorized vehicles). The Road Closed sign shall be designed as horizontal rectangles. These signs shall be preceded by the applicable Advance Road Closed warning sign with the secondary legend AHEAD. ROAD CLOSED, XX FEET, XX MILES, or AHEAD (W20-3), page 590 is an advanced warning sign.
7. Reflective sheeting shall meet the retroreflectivity requirments in Part 2 of the MUTCD.
Hinged
Demountable
Rigid
Type lll Movable Barricades
R11-2
CLOSED
ROAD
G20-2
ROAD WORK
END
WORK
AHEAD
ROAD
W20-1 (36" x 36")
(black on orange) (black on white)
MACHINERY
AHEAD
ROAD
W21-3 (30" x 30")
CROSSING
TRUCK
W8-6 (30" x 30")
TRUCK
TRAFFIC
HEAVY
FW8-6a (30" x 30")
Sample Temporary Traffic Control Devices
(black on orange) (black on orange) (black on orange) (black on orange)
Note:
Other Temporary Traffic Control Devices are available as shown in Part 5 and 6 of the MUTCD.
(36" x 18") (48" x 30")
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 CONSTRUCTION SIGNS
6-2024 CJOHLER BBATISTA 13
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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SILT FENCE DETAIL
Perspective View
Elevation View
STRAW WATTLE DETAIL157-01 157-01
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 157 - EROSION CONTROL
6-2024 CJOHLER BBATISTA 14
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
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AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
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AutoCAD SHX Text I
AutoCAD SHX Text C
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PROFILE ROLLING DIP WITH PLATING
PERSPECTIVE VIEW
PLAN VIEW
PROFILE ROLLING DIP
ROLLING DIP TYPICAL
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 DRAINAGE DIP
ROLLING DIP TYPICAL
6-2024 CJOHLER BBATISTA 17
LPD revised 09/27/2024
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
Length of dip may be field fit based on existing conditions. Discuss field fit with CO prior performing work.
AutoCAD SHX Text -4%
AutoCAD SHX Text
in. Depth
AutoCAD SHX Text ft.
AutoCAD SHX Text rolling dip shall be 6".
AutoCAD SHX Text Elevation drop across the
AutoCAD SHX Text Plating Material
AutoCAD SHX Text Crest of Rolling Dip
AutoCAD SHX Text 75'
AutoCAD SHX Text 90%%D
AutoCAD SHX Text Crest of Rolling Dip
AutoCAD SHX Text 90%%D
AutoCAD SHX Text Downgrade
AutoCAD SHX Text Bottom of Rolling Dip
AutoCAD SHX Text 75'
AutoCAD SHX Text Original Grade
AutoCAD SHX Text
3. Tolerance class through the rolling dip shall be Class C (Table 204-2).
AutoCAD SHX Text All necessary clearing will be treated in accordance with applicable specifications.
AutoCAD SHX Text Excavation from outlet ditching shall be wasted along the sides of the ditch.
AutoCAD SHX Text
2. Outlet drain ditches shall have cut slopes equal to or flatter than H1.5:V1.
AutoCAD SHX Text of the rolling dip.
AutoCAD SHX Text the rolling dip. Resume ditch construction 25' downgrade from the crest
AutoCAD SHX Text
1. When rolling dips are constructed in ditch sections the ditch shall drain across
AutoCAD SHX Text 35'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 50'
AutoCAD SHX Text 50'
AutoCAD SHX Text
STATION OR MILEPOST
AutoCAD SHX Text LOCATION (and CROSS-SECTION A-A)
AutoCAD SHX Text
PROFILE SUBGRADE
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
%%USTANDARD DETAIL FOR GRADE DIP
AutoCAD SHX Text
OUTSLOPE 3-5%
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
CUT
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
FILL
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
GRADE DIP
AutoCAD SHX Text
1) THE GRADE DIP INVERT SHALL BE SMOOTH AND
AutoCAD SHX Text
FREE DRAINING.
AutoCAD SHX Text
2) THE MINIMUM DIFFERENCE IN ELEVATION BETWEEN THE
AutoCAD SHX Text
SAG AND THE CREST OF THE DIP
AutoCAD SHX Text
IS 0.5 FEET.
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
* DRAWINGS NOT TO SCALE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
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AutoCAD SHX Text R
Dispose of as approved by the Engineer.
Scatter debris outside of clearing limits.
Surface irregularities greater than 6 in.
Blade for 50 ft. each direction.
Cast over fill slope.
Section With Ditch
ROADWAY RECONDITIONING TYPICAL 303-01
Section Without Ditch
301-01TYPICAL SURFACING SECTIONS
SECTION WITHOUT DITCH
SECTION WITH DITCH
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 301 - TYPICAL SURFACING SECTIONS
303 - ROADWAY RECONDITIONING
6-2024 CJOHLER BBATISTA 18
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
LPD - 09/27/2024
AutoCAD SHX Text travelway widths, 12 ft. minimum single lane
AutoCAD SHX Text Required reconditioning includes necessary widening for fill, sluff, AutoCAD SHX Text Width varies, match existing
AutoCAD SHX Text curves, and turnouts.
AutoCAD SHX Text Clearing:
AutoCAD SHX Text Excess and Unsuitable Material: . .
AutoCAD SHX Text Intersecting Roads:
AutoCAD SHX Text Scarification:
AutoCAD SHX Text Rock Disposal:
AutoCAD SHX Text 1 ft. min.
AutoCAD SHX Text 3 ft. 1 ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
* NOTE:
AutoCAD SHX Text Recondition ft
AutoCAD SHX Text C
AutoCAD SHX Text Recondition ft
AutoCAD SHX Text Clearing Limits
AutoCAD SHX Text travelway widths, 12 ft. minimum single lane
AutoCAD SHX Text Width varies, match existing
AutoCAD SHX Text 4 ft. min.
AutoCAD SHX Text
* NOTE:
AutoCAD SHX Text Clearing Limits
AutoCAD SHX Text Variable
AutoCAD SHX Text Variable
AutoCAD SHX Text 4 ft. min.
AutoCAD SHX Text Clearing Limits
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text 4 ft. min.
AutoCAD SHX Text L
AutoCAD SHX Text Clearing Limits
AutoCAD SHX Text
AutoCAD SHX Text 4 ft. min.
AutoCAD SHX Text graveled unless otherwise noted in the Description of Work.
AutoCAD SHX Text the design and quantity calculations. Curve widening and turnouts shall be
AutoCAD SHX Text curves, intersections and turnouts. Required widening has been included in
AutoCAD SHX Text Traveled way width shown is without necessary widening for fill, sluff, AutoCAD SHX Text ft.
AutoCAD SHX Text ft.
AutoCAD SHX Text ft.
AutoCAD SHX Text ft.
AutoCAD SHX Text ft.
AutoCAD SHX Text ft.
AutoCAD SHX Text 14*
AutoCAD SHX Text 7*
AutoCAD SHX Text 7*
AutoCAD SHX Text 14*
AutoCAD SHX Text 8*
AutoCAD SHX Text 8*
AutoCAD SHX Text *Typical width shown. See descriptions of work for exact widths.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text Outslope
AutoCAD SHX Text Inslope
AutoCAD SHX Text Outslope
AutoCAD SHX Text Inslope
AutoCAD SHX Text 24 ft. minimum double lane.
AutoCAD SHX Text 24 ft. minimum double lane.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
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AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text D
AutoCAD SHX Text E
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AutoCAD SHX Text A
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AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text F
AutoCAD SHX Text A
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Typical Backfill Detail
CULVERT BEDDING DETAILS
Yielding FoundationRock Foundation
Typical Bedding Detail
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 602 - CULVERT BEDDING
6-2024 CJOHLER BBATISTA 19
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
AutoCAD SHX Text Bedding material
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 6" (loose depth) compacted layers
AutoCAD SHX Text D
AutoCAD SHX Text Bedding material
AutoCAD SHX Text 12" min.
AutoCAD SHX Text D
AutoCAD SHX Text Soft material
AutoCAD SHX Text 2'
AutoCAD SHX Text D
AutoCAD SHX Text Rock
AutoCAD SHX Text 12" min.
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text Bedding material
AutoCAD SHX Text D
AutoCAD SHX Text not less than 10% of D.
AutoCAD SHX Text Bedding material depth
AutoCAD SHX Text D
AutoCAD SHX Text Ground line
AutoCAD SHX Text Bedding material depth
AutoCAD SHX Text under pipe haunches
AutoCAD SHX Text not less than 10% of D.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
Typical Installation in Sidehill Section
Typical Installation in Fill Section
Typical Installation with Outlet Ditch
Typical Installation for Camber
Outlet Ditch Detail
Skew Number
Pipe Skew DiagramTypical Metal End Section
Typical Catch Basin Details
Profile along Ditch Plan
Cross Section
DWG SHEET NO.
OF
SHEETCHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
ROCKY MOUNTAIN REGION
REGION 2 602 - CULVERT INSTALLATION
6-2024 CJOHLER BBATISTA 20
No end sections required.
PROJECT NAME
WASHAKIE ROAD WORK 2024
SHOSHONE NATIONAL FOREST
WASHAKIE RANGER DISTRICT
AutoCAD SHX Text Cut slope as staked
AutoCAD SHX Text Discharge onto
AutoCAD SHX Text natural ground
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 1 ft. min.
AutoCAD SHX Text 1 1/2 X dia. or
AutoCAD SHX Text Invert
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text Outlet ditch grade
AutoCAD SHX Text Culvert after settlement
AutoCAD SHX Text Culvert after installation
AutoCAD SHX Text Camber
AutoCAD SHX Text culvert length
AutoCAD SHX Text Camber shall be on a curve
AutoCAD SHX Text with no point along the
AutoCAD SHX Text culvert being higher than
AutoCAD SHX Text
ft. min.
AutoCAD SHX Text Install culverts on 2% minimum grade.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 2:1
AutoCAD SHX Text 1 ft. min.
AutoCAD SHX Text
1.5 X dia. or
AutoCAD SHX Text
ft. min.
AutoCAD SHX Text 1 ft. min.
AutoCAD SHX Text as staked
AutoCAD SHX Text % of
AutoCAD SHX Text
AutoCAD SHX Text Discharge onto
AutoCAD SHX Text natural ground
AutoCAD SHX Text slope
AutoCAD SHX Text 2:1
AutoCAD SHX Text slope
AutoCAD SHX Text natural ground
AutoCAD SHX Text Discharge onto
AutoCAD SHX Text the invert at the inlet.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text along sides of ditch.
AutoCAD SHX Text Excavated material shall be wasted
AutoCAD SHX Text 1 1/2:1 min. slope
AutoCAD SHX Text Centerline
AutoCAD SHX Text 56%%d
AutoCAD SHX Text Shoulder
AutoCAD SHX Text Road Shoulder
AutoCAD SHX Text Ditch Grade
AutoCAD SHX Text 20' min.
AutoCAD SHX Text As Staked or
AutoCAD SHX Text Top
AutoCAD SHX Text 6"
AutoCAD SHX Text Subgrade
AutoCAD SHX Text 6" min.
AutoCAD SHX Text 2'
AutoCAD SHX Text As Staked or
AutoCAD SHX Text 5' min.
AutoCAD SHX Text Example
AutoCAD SHX Text L
AutoCAD SHX Text Skew is always from right of C
AutoCAD SHX Text Centerline of Road
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text band
AutoCAD SHX Text Standard coupling
AutoCAD SHX Text slope as required
AutoCAD SHX Text Finish earth
AutoCAD SHX Text Toe plate
AutoCAD SHX Text Variable Slope
AutoCAD SHX Text Reinforced Edge
AutoCAD SHX Text Road
AutoCAD SHX Text ditch.
AutoCAD SHX Text bottom of
AutoCAD SHX Text slope or
AutoCAD SHX Text Toe of fill
AutoCAD SHX Text Ditch blocks shall be constructed to divert flow from ditch lines into culverts.
AutoCAD SHX Text Ditch Block
AutoCAD SHX Text Ditch Bottom
AutoCAD SHX Text Normal Ditch Line
AutoCAD SHX Text Ditch Bottom
AutoCAD SHX Text Cut Slope
AutoCAD SHX Text Ditch Block
AutoCAD SHX Text 20' min.
AutoCAD SHX Text Ditch Block
AutoCAD SHX Text Road
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| Sheets and Views |
| 1 Washakie IDIQ Road Maintenance 2024 |
| 2 PROJECT MAP |
| 3 NFSR 300 |
| 4 NFSR 302 |
| 5 NFSR 307 |
| 6 NFSR 308 |
| 7 NFSR 326 & 327 |
| 8 GENERAL PROJECT NOTES |
| 9 SUMMARY OF QUANTITIES |
| 10 WORKLIST FSR 300 |
| 11 WORKLIST FSR 302 307 307.1A 308 300.2E |
| 12 WORKLIST FSR 326 327 351 |
| 13 CONSTRUCTION SIGNS |
| 14 157 - EROSION CONTROL |
| 15 204 - TYPICAL SECTIONS 204 & 212 - TURNOUTS |
| 16 204 & 212 - TYPE 1 AND 2 INTERSECTION AND T-TURNAROUND |
| 17 204 & 212 - GRADE SAG AND ROLLING DIP |
| 18 301 - TYPICAL SURFACING SECTIONS 303 - ROADWAY RECONDITIONING |
| 19 602 - CULVERT BEDDING |
| 20 602 - CULVERT INSTALLATION |
| Sheet 8_351 map.pdf |
| Sheets and Views |
| 8 GENERAL PROJECT NOTES |
| 2024-10-01T06:02:39-0600 | |
| BEAU BATISTA |
| 2024-10-09T18:34:37-0600 | |
| ROBERT LAFRENTZ |
| 2024-10-07T15:49:34-0600 | |
| STEVEN SCHACHT |
File details come from the government source that posted it. Updated .