J5. MorganTrail Drawings.pdf
PDF 2 MB Posted
- Attached to
- NFsNC 2023 Trail IDIQ Federal contract opportunity
- Solicitation number
- 12445223R0026
- Issued by
- Department of Agriculture Forest Service
About this file
The documents provide technical drawings and construction specifications for a trail relocation and maintenance project on the Uwharrie National Forest in North Carolina. The drawings show existing conditions, proposed construction methods and materials, clearing and disposal requirements, typical sections, drainage features, retaining structures, fencing, and culvert installation details. Products and services required include clearing vegetation; excavating and grading the trailbed; installing drainage dips, check dams, and hardened surfaces; constructing retaining walls, gates, and fencing; and installing culverts. The project will relocate and restore sections of the Morgan Trail to address issues such as erosion, drainage problems, and safety hazards. All work must follow the standards and specifications provided in the drawings and contract documents.
The related federal contract opportunity is a solicitation for an indefinite delivery/indefinite quantity multiple award task order contract for trail construction, maintenance, and restoration projects on National Forests in North Carolina. Vendors will compete for future task orders to perform work such as that described for the Morgan Trail project. The solicitation was issued by the USDA Forest Service. Responses are due by the date listed, and awards will be made shortly after. Pricing, terms, and conditions will be negotiated for individual task orders issued against the IDIQ contracts.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_12445223R0026_Amd_0002.pdf | ||
| Sol_12445223R0026_Amd_0001.pdf | ||
| J1. Morgan Trail SOI.pdf | ||
| J4. Morgan Trail Reroute Environmental Map.pdf | ||
| J7. Trail IDIQ 2023-Standard Trail Design Parameters.pdf | ||
| J10. Wage Determination - Madison County (4).pdf | ||
| Sol_12445223R0026.pdf | ||
| J2. Morgan Trail SOW.pdf | ||
| J6. Trail IDIQ 2023 - Standard Trail Specifications.pdf | ||
| J8. Trail IDIQ 2023 - Standard Trail Plans.pdf | ||
| J9. Contractor Performance Report.docx | DOCX document | |
| J13. Wage Determination - Madison County (3).pdf | ||
| J3. Morgan Trail Reroute Decision Memo Map.pdf | ||
| J11. Wage Determination - Madison County (1).pdf | ||
| J12. Wage Determination - Madison County (2).pdf |
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Text version
910 - TRAILWAY
STANDARD TRAIL TERMS
STANDARD TRAIL PLAN
11/17/2022
OF
STD_910-01
NOT TO SCALE
UWHARRIE RANGER DISTRICT
UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE
1 10
STT
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FOREST SERVICE
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CLEARING HEIGHT
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TREAD
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MATERIAL
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COURSE
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BASE
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SUITABLE MATERIAL
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911 - TREAD AND PRISM
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FLAT SECTION
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SLOPE FINISH TRAILBED FINISH
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48 INCH
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SEE TRAIL LOG FOR FOR DISPOSAL SPEC.
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WIDTH
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TREAD
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SHOULDER WIDTH
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UPHILL
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FINISH
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CROWNED
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ROOTS
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AutoCAD SHX Text SLASH CONSISTS OF LOGS, LIMBS, BRUSH, AND ROCKS PLACED RANDOMLY IN A WAY TO CATCH SEDIMENT MOVEMENT. LIMB ALL TREES AND SHRUBS AND TAMP SLASH INTO GROUND SO THAT 80% OF SLASH IS IN CONTACT WITH THE GROUND.
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AutoCAD SHX Text REMOVE ROOTS THAT PROTRUDE FROM THE BACKSLOPE WITH DIAMETERS GREATER THAN SHOWN IN THE SLOPE AND TRAILBED FINISH TABLE.
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% % OUTSLOPE
911 - TREAD AND PRISM
EXISTING TRAIL RESTORATION
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A
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UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE
11/17/2022
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912 - CLEARING LIMITS
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UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE 11/17/2022
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912 - CLEARING LIMITS
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UWHARRIE RANGER DISTRICT
UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE 11/17/2022
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(INCHES)
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DIAMETER
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TRAIL OPENING
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TREES, PRUNING, & BRUSH
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TREES, PRUNING, LOGS, BRUSH & MAINTENANCE
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30 FT
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LEAVE TREES SHOULD BE LIVE, SOUND & UNDAMAGED WITH UNCOMPROMISED ROOT SYSTEMS.
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AutoCAD SHX Text HAZARD TREES ARE TREES THAT ARE STANDING OR LEANING DEAD TREES LARGER THAN 8 INCHES IN DIAMETER.
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TYPICAL ID
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ID
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927 - DRAIN DIPS
ROLLING GRADE (DRAIN) DIP
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UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE
11/17/2022
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AVERAGE
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RGD
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911 - HARDENED TREAD AT DRAINAGE
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UWHARRIE RANGER DISTRICT
UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE
11/17/2022
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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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TYPE
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RETAINER
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MATERIAL
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SAWN TIMBER
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SYP
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GRADE
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SPECIES/
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TYPE
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BACKFILL WITH SUITABLE MATERIAL
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ROCK HARDENED TREAD (END RETAINER NOT SHOWN FOR CLARITY)
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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 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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NO. 5 REBAR MINIMUM
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TYPE
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WATERBORNE
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UC4A
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TYPE
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PRESERVATIVE
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6 X 6 MINIMUM
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TYPICAL ID
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PROJECT NAME & LOCATION
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GROUND CONTACT
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GENERAL USE
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RETAINED
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TREAD
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ROCK
AutoCAD SHX Text ROCK THICKNESS VARIES (6" TO 10" TYP.). COMPACT ROCK INTO NATIVE SOIL. LEVEL TOP OF ROCK SURFACE FLUSH WITH TOP OF RETAINERS. FOR ROCK > 6" THICK, EMBED ROCK BELOW BOTTOM OF RETAINER.
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TYPE
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NO. 5 REBAR MINIMUM
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BACKFILL WITH SUITABLE MATERIAL
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EMBED 1/3 WIDTH ON UPHILL SIDE
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6 X 6 MINIMUM
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EXISTING GROUND
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CHECK STEPS MIN. SPACING = 12 FT. FOR EQUESTRIAN TRAIL
EMBED LOGS, ROCKS OR DIMENSIONAL LUMBER A MINIMUM OF 12 INCHES INTO UNDISTURBED BACK SLOPE.
FENCE
STANDARD TRAIL PLAN
OFNO SCALE
8 10
CLB
UWHARRIE RANGER DISTRICT
UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE 11/17/2022
HORSE FRIENDLY GATE & KISSING
AutoCAD SHX Text HORSE FRIENDLY GATE & ACCESSIBLE KISSING FENCE -NO SCALE - CONCEPTUAL REPRESENTATION
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ELEVATION VIEW
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PLAN VIEW
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HORSE-FRIENDLY GATE
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SIGNING NOT SHOWN FOR CLARITY
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TYPE 2 OM
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TYPE 2 OM
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BM
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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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AutoCAD SHX Text HORSE-FRIENDLY GATE NOTES: 1. GATE SHALL BE L BE ASTM A53 GRADE B STEEL PIPE, GATE SHALL BE L BE ASTM A53 GRADE B STEEL PIPE, SCHEDULE 40. 2. ENTIRE STRUCTURE SHALL RECEIVE A STEEL COATING SYSTEM ENTIRE STRUCTURE SHALL RECEIVE A STEEL COATING SYSTEM 3 FROM FP-14 TABLE 563-1 OR SYSTEM 6 FROM TABLE 563-2 AS APPLICABLE. SURFACE PREPARATION SHALL CONFORM TO FP-14 563.08(a). ALL COATS WILL BE SHOP APPLIED. PAINT SHALL COMPLY WITH FP-14 708. COLOR SHALL BE BROWN AS APPROVED BY THE CO/ER. 3. GRIND ALL CORNERS AND WELDS SMOOTH. GRIND ALL CORNERS AND WELDS SMOOTH. 4. ALL MATERIALS SHALL BE FREE OF RUST. ALL MATERIALS SHALL BE FREE OF RUST. 5. CONCRETE SHALL BE 3000 PSI AND MAY BE BLENDED CONCRETE SHALL BE 3000 PSI AND MAY BE BLENDED PRE-APPROVED BAG MIX CONFORMING TO ASTM C-387. 6. CLOSURE GATE PAY ITEM INCLUDES ALL REQUIRED ATTACHED CLOSURE GATE PAY ITEM INCLUDES ALL REQUIRED ATTACHED SIGNS. 7. ATTACH ALL SIGNS WITH VANDAL-PROOF FITTINGS TO BE ATTACH ALL SIGNS WITH VANDAL-PROOF FITTINGS TO BE APPROVED BY THE CO/ER. 8. "OM2-2V" AND BARRICADE MARKERS SHALL HAVE "OM2-2V" AND BARRICADE MARKERS SHALL HAVE RETROREFLECTIVE SHEETING OF ASTM D 4956 TYPE II "SUPER ENGINEERING GRADE" 9. FIELD VERIFY POST LENGTH.FIELD VERIFY POST LENGTH.
BARBED WIRE FENCE NOT IN CONTRACT (NIC)
942 - GATES
STANDARD TRAIL PLAN
OF
STD_942-40-01
NO SCALE
ACCESSIBLE KISSING FENCE
ACCESSIBLE KISSING FENCE
PLAN VIEW
ELEVATION VIEW
KG1
FENCE MATERIAL TYPE
9 10
11/17/2022
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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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DRAWING NO.
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36 INCHES MINIMUM
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TYPE
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COMMENTS
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SAWN TIMBER
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P.T. SOUTHERN YELLOW PINE
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PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)
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TYPE
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WB
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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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WB
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UC3B
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XXXX
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FENCE
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WOOD SWING GATE (FOR KISSING FENCE)
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6 X 6 OR 6 INCH DIA. MINIMUM GATE POST
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4 X 4 OR 5 INCH DIA. MINIMUM FENCE POST
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NOTES:
AutoCAD SHX Text REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT.
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1. 2.
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2 X 4 MINIMUM RAIL
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SEE DWG
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SIZE
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EMBEDMENT
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POST
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DEPTH
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TYPE
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3. CONCRETE SHALL BE 3000 PSI AND CONCRETE SHALL BE 3000 PSI AND MAY BE BLENDED PRE-APPROVED BAG MIX CONFORMING TO ASTM C-387.
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SEE DWG
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SEE DWG
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ABOVE GROUND MEMBERS
GROUND CONTACT MEMBERS
STANDARD TRAIL PLAN
OFNO SCALE
CULVERT DETAILS
CKD
10 10
UWHARRIE RANGER DISTRICT
UWHARRIE NATIONAL FOREST
MORGAN TRL RELOCATION & MAINTENANCE 11/17/2022
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BACKFILL, SEE NOTE 1
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OUTLET PROTECTION, SEE NOTE 2
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OUTLET PROTECTION, SEE NOTE 2
AutoCAD SHX Text NOTES: 1. BACK FILL ALL CULVERTS WITH SUITABLE MATERIAL APPROVED BY THE CONTRACTING OFFICER. PLACE IN 6-INCH LAYERS, USING BACK FILL ALL CULVERTS WITH SUITABLE MATERIAL APPROVED BY THE CONTRACTING OFFICER. PLACE IN 6-INCH LAYERS, USING COMPACTION METHOD B, IN ACCORDANCE WITH FP-14, 209 STRUCTURE EXCAVATION AND BACKFILL. WHEN SUITABLE MATERIAL CANNOT BE OBTAINED ON SITE ABC STONE SHALL BE USED AS BACKFILL WHEN APPROVED BY THE CONTRACTING OFFICER. 2. REFER TO THE DESCRIPTION OF WORK IN THE TRAIL LOG AND/OR CULVERT SCHEDULE FOR INLET/OUTLET PROTECTION LOCATIONS. REFER TO THE DESCRIPTION OF WORK IN THE TRAIL LOG AND/OR CULVERT SCHEDULE FOR INLET/OUTLET PROTECTION LOCATIONS. 3. CAMBER ALL CULVERTS AS SHOWN IN CAMBER TYPICAL WITH MAXIMUM CAMBER UNDER CENTER OF FILL. CAMBER ALL CULVERTS AS SHOWN IN CAMBER TYPICAL WITH MAXIMUM CAMBER UNDER CENTER OF FILL. 4. PROVIDE FOR A 25' TRANSITION GRADE INTO INLET OF CULVERT. PROVIDE FOR A 25' TRANSITION GRADE INTO INLET OF CULVERT. 5. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OSHA REQUIREMENTS. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OSHA REQUIREMENTS. 6. DO NOT OPERATED ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN PROPERLY BACK FILLED WITH A MINIMUM OF DO NOT OPERATED ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN PROPERLY BACK FILLED WITH A MINIMUM OF 1-FOOT COVER. 7. CULVERTS SHALL BE INSTALLED AS STAKED, WITH A MINIMUM OF 8% SLOPE WHERE POSSIBLE. CULVERTS SHALL BE INSTALLED AS STAKED, WITH A MINIMUM OF 8% SLOPE WHERE POSSIBLE. 8. MINIMUM LENGTHS OF PIPE FOR ANY INSTALLATION SHALL NOT BE LESS THAN 10' SECTIONS. CULVERT INSTALLATIONS OF THAN MINIMUM LENGTHS OF PIPE FOR ANY INSTALLATION SHALL NOT BE LESS THAN 10' SECTIONS. CULVERT INSTALLATIONS OF THAN 40 L.F. OR LESS SHALL CONSIST OF ONE PIECE OF CULVERT UNLESS APPROVED BY THE CONTRACTING OFFICER. 9. FIELD CUTTING OF CULVERT IS NOT PERMITTED UNLESS APPROVED BY THE CONTRACTING OFFICER. WHERE SPELTER COATING HAS FIELD CUTTING OF CULVERT IS NOT PERMITTED UNLESS APPROVED BY THE CONTRACTING OFFICER. WHERE SPELTER COATING HAS BEEN BRUISED OR BROKEN IN THE SHOP, DURING SHIPPING, OR BY FIELD CUTTING REPAIRS SHALL BE IN ACCORDANCE E WITH AASHTO M36.
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CULVERT AFTER SETTLEMENT
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CULVERT AFTER INSTALLATION
AutoCAD SHX Text CAMBER SHALL BE ON A CURVE WITH NO POINT ALONG THE CULVERT INVERT BEING HIGHER THAN THE INVERT AT THE INLET MININUM CAMBER 1% OF PIPE LENGTH
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TYPICAL CULVERT FILL SECTION INSTALLATION
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INVERT
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TYPICAL CULVERT SIDEHILL SECTION INSTALLATION
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SLOPE VARIES
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TYPICAL CMP ROUND CULVERT SECTION
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12" MINIMUM COVER
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CAMBER TYPICAL (SEE NOTE 3)
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2:1 SLOPE
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2:1 SLOPE
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BACKFILL, SEE NOTE 1
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MINIMUM OF 4' + D OR SPAN
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MINIMUM EXCAVATION LIMITS
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BACKFILL, SEE NOTE 1
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MIN. OF 2' + D OR SPAN
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UNSUITABLE FOUNDATION
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ROCK FOUNDATION
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DRAWINGS NOT TO SCALE
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SLOPE VARIABLE, CONSTRUCT AS STAKED
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SLOPE VARIABLE, CONSTRUCT AS STAKED
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BEDDING, FP-14, 209
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MIN.
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MIN.
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12" MINIMUM COVER
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TYPICAL BEDDING
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2:1 SLOPE
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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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| Sheets and Views |
| Morgan_Trl_TO2022.11.29-TERMS |
| Morgan_Trl_TO2022.11.29-TYPXSECT |
| Morgan_Trl_TO2022.11.29-RESTOR |
| Morgan_Trl_TO2022.11.29-BRUSH |
| Morgan_Trl_TO2022.11.29-CLEAR |
| Morgan_Trl_TO2022.11.29-GRADEDIP |
| Morgan_Trl_TO2022.11.29-TYPRET2 |
| Morgan_Trl_TO2022.11.29-HORSGATE |
| Morgan_Trl_TO2022.11.29-KISSFENCE |
| Morgan_Trl_TO2022.11.29-CULV |
File details come from the government source that posted it. Updated .