20230410 Wyoming Trail IDIQ Plan Set_FINAL Amend 2.pdf
PDF 5 MB Posted
- Attached to
- Northern Wyoming Trail Maintenance IDIQ
- Solicitation number
- 1282B123R0011
- Issued by
-
Department of Agriculture Forest Service
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 9 Master Trail Pricing Sheets Amended 20230420.xlsx | XLSX spreadsheet | |
| Amendment 3 RFIs.pdf | ||
| 1442_Amendment_3.pdf | ||
| 1442_Amendment_2.pdf | ||
| 1442_Amendment_1.pdf | ||
| Amendment_1 Doc.pdf | ||
| 4 Future Project List.pdf | ||
| 7 Fishhawk Trail Reconstruction Videos.docx | DOCX document | |
| 8 PPQ template.docx | DOCX document | |
| 6 Fishhawk Trail 757 Work Item Photos.pdf | ||
| 1 IDIQ Plans.pdf | ||
| 11 16001 Expanded Food Storage Order.pdf | ||
| 9 Master Trail Pricing Sheets.xlsx | XLSX spreadsheet | |
| 2 Trail Specifications.pdf | ||
| 10 Wage Determination.pdf | ||
| 3 SOW ShoshoneTrail IDIQ.pdf | ||
| 5 Fishhawk Maps.pdf | ||
| RFP 1282B123R0011.pdf |
Show all 18
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Text version
911 - TREAD AND PRISM
TYPICAL RETAINERS
STANDARD TRAIL PLAN
12/21/22
OF
STD_911-03
NO SCALE
TYPICAL TIMBER RETAINER
TYPICAL RETAINER TYPE
TYPICAL LOG RETAINER
TYPICAL ROCK RETAINER
TYPICAL STACKED TIMBER
TYPICAL ROCK SPACING
TYPICAL LAP JOINT
L2
TYPICAL SCARF JOINT
L3
TYPICAL LOG RETAINER
RETAINER
TYPICAL STACKED LOG
RETAINER
R1
R2a
R2b
R3a
R2c
R3b
ALL RANGER DISTRICT
SHOSHONE, BIGHORN, BRIDGER-TETON NF
WYOMING TRAIL IDIQ
3 25
TRT
TYPICAL STACKED OFFSET LOG
RETAINER
R2d
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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DRAWING NAME
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PROJECT NAME & LOCATION
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SECTION
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REVISION DATE
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SHEET
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DRAWING NO.
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NO. 5 REBAR MINIMUM
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BACKFILL WITH SUITABLE MATERIAL
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TREAD
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TREAD
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TREAD
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BACKFILL WITH SUITABLE MATERIAL
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TREAD
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NO. 5 REBAR MINIMUM
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TREAD
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TREAD
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DRAIN CUT DEPTH AS NEEDED
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DRAIN CUT DEPTH AS NEEDED
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NOTES:
AutoCAD SHX Text PRE-DRILL HOLES FOR REBAR TO PREVENT SPLITTING OF LOGS OR SAWN TIMBERS. RECESS END OF REBAR 1/2 INCH BELOW TOP OF TIMBER. PLACE REBAR, ANCHOR BOLT OR STAKE 6 INCHES FROM EACH END OF TIMBER WITH MAXIMUM SPACING OF 36 INCHES. FOR STACKED RETAINERS STAGGER JOINTS 24 INCHES MINIMUM. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT. ALL TREADED MATERIAL WITH FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED. REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL.
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1. 2. 3. 4. 5.
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2 X 2 OR 3 INCH DIAMETER NATIVE CUT STAKE 18 INCHES LG
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TOP VIEW
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NO. 5 REBAR MINIMUM
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TREAD
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2 X 2 OR 3 INCH DIAMETER NATIVE CUT STAKE 18 INCHES LG PERPENDICULAR TO SLOPE
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BACKFILL WITH SUITABLE MATERIAL
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TOP LOG SHALL BE SCRIBED TO LOWER LOG WHEN SPECIFIED
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PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)
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TYPE
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TREATMENT
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COMMENTS
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CATEGORY
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USE
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WB
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UC4A
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%%UTREATMENT TYPE
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UC4A
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UC4B
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= WATERBORNE
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= OIL-BORNE
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WB
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OT
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%%UUSE CATEGORY
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TYPE
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PRESERVATIVE
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= GROUND CONTACT
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= GROUND CONTACT
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UC3B
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= ABOVE GROUND
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GENERAL USE
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HEAVY DUTY
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EXPOSED
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100 POUND MINIMUM
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BACKFILL WITH SUITABLE MATERIAL
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8 INCH DIA MINIMUM
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BACKFILL WITH SUITABLE MATERIAL
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8 X 8 MINIMUM
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8 X 8 MINIMUM
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T = THICKNESS OF RETAINER
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T = THICKNESS OF RETAINER
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WB
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UC3B
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XX
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XXXX
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TYPICAL ID
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6" SMALL END DIA
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BACKFILL WITH SUITABLE MATERIAL
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2 X 2 OR 3 INCH DIAMETER NATIVE CUT STAKE 36 INCHES LG PERPENDICULAR TO SLOPE
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TYPE
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RETAINER
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MATERIAL
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COMMENTS*
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LOG
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ROCK
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AutoCAD SHX Text R2b
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LOG
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SAWN TIMBER
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SAWN TIMBER
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RAIL ROAD TIES
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AutoCAD SHX Text R3c
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SIZE*
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GRADE*
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SPECIES/
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TYPE
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TYPE*
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PRESERV.
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TYPE*
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JOINT
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N/A WHEN NOT APPLICABLE
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LOG
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LOG
AutoCAD SHX Text *specified in Task Order Description of Work
| 20221228 Wyoming Trail IDIQ Plan Set |
| Shoshone Trail IDIQ Plan Set |
| Shoshone_900-01_Title_Sheet |
| Shoshone_911_01_NewTrailConstruction |
| Shoshone_911-06_ExistingTrailRestoration |
| Shoshone_911-60-01_Oblit_of_Trails |
| Shoshone_912-01_TrailwayClearingLogout |
| Shoshone_914-01_Climbing_Turn |
| Shoshone_917-20-01_Const_Ford |
| Shoshone_917-20-02_ConstRock_Ford |
| Shoshone_917-30-01_Const_Ford_Log |
| Shoshone_917-30-02_ConstLog_Ford |
| Shoshone_921-10-01_Standard_Culverts |
| Shoshone_921-30-01_Rock_Culvert |
| Shoshone_922-10-01_Rock_Waterbar |
| Shoshone_922-20-01_Log_or_Timber_Waterbar |
| Shoshone_927-01_Drain_Dip |
| Shoshone_927-02_Drain_Dip_Details |
| Shoshone_928-10-1_Check_Dam |
| Shoshone_931-10-01_Type_1-Radius_SB |
| Shoshone_931-20-01_Type_2_SB |
| Shoshone_932-20-01_Turnpike_Foundation |
| Shoshone_933-10-01_Stacked_Rock_Barrier |
| Shoshone_935-10-01_Log_Crib |
| Shoshone_935-20-01_Stacked_Rock_RW |
| Shoshone_955-01_Rock_Cairn |
| Shoshone_911-03_Retainers |
| Sheets and Views |
| Model |
Shoshone_900-01_Title_Sheet
| 2023-01-05T12:59:06-0700 | |
| PAUL RAU |
| 2023-01-05T11:10:16-0700 | |
| BEAU BATISTA |
| 2023-01-05T14:29:11-0700 | |
| ROBERT LAFRENTZ |
| 2023-01-05T16:58:25-0700 | |
| LESLIE CROSSLAND |
File details come from the government source that posted it. Updated .