Beartrap Planset.pdf
PDF 9 MB Posted
- Attached to
- Beartrap timber sales road construction Federal contract opportunity
- Solicitation number
- 1240LU24Q0021
- Issued by
- Department of Agriculture Forest Service
About this file
This package includes construction drawings and technical specifications for road construction and maintenance work on the Beartrap Timber Sales project located in the Bitterroot National Forest near Stevensville, Montana. The drawings depict project details such as typical road sections, drainage structures, clearing limits and worklist items. The related federal contract opportunity solicits quotes for gravel road construction and maintenance services in accordance with the statement of work. Bids are due by March 28, 2024 for work to be completed before August 1, 2024. The value of the contract is estimated between $25,000 and $100,000. Interested contractors should submit a completed SF1442, experience questionnaire and current SAM registration to the USDA Forest Service.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240LU24Q0021 Beartrap timber sales roads.pdf | ||
| BEARTRAP FSSS.pdf | ||
| mt79.pdf | ||
| ExperienceQuestionnaire.pdf |
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Text version
DWG SHEET NO.
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CHECKEDDESIGNERDATE
DRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 PROJECT MAP
4/26/2022 J.PINTOK A RICHARDSON
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PROJECT NAME
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 SUMMARY OF
QUANTITIES &
GENERAL NOTES
4/26/2022 J.PINTOK A RICHARDSON
GENERAL NOTES:
1. SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14), FP 14 AND ALL APPLICABLE FOREST SERVICE SPECIAL SPECIFICATIONS (FSSS).
2. ITEM 15201 DRAINAGE STRUCTURE SURVEY AND STAKING - ALL STAKING NOTES FOR CMP INSTALLATIONS SHALL BE PROVIDED TO THE C.O. FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR WILL NOTIFY C.O. IN WRITING WHEN STAKING IS COMPLETE. THE FOREST SERVICE WILL BE ALLOWED 5 BUSINESS DAYS
TO REVIEW STAKING NOTES
3. SPECIFICATION 157 - PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP 14 SECTION 157. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN
OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT AND METHODS.
4. ITEMS 204 AND 303 - UNLESS OTHERWISE SPECIFIED, DISPOSE OF ALL UNSUITABLE OR EXCESS MATERIAL, THE WASTE SITE IDENTIFIED BY THE C.O.
5. ITEM 21201 - LINEAR GRADING: ROAD WIDTH SHALL BE 14 FT MINIMUM WITH CURVE WIDENING AS NOTED IN THE PLANS. ALL VEGETATIVE MATERIAL SHALL BE GRUBBED IN THE ROADBED AND SHALL BE CUT TO A 6-INCH HEIGHT, OR 6 - INCHES ABOVE ROCKS OR OTHER OBSTRUCTIONS WITHIN THE ROADWAY AS
SHOWN ON SHEET 6. THIS WORK IS CONSIDERED INCIDENTAL TO PAY ITEM 21201.
6. ITEM 251 - CONSERVE ROCK FROM EXCAVATIONS, AND PLACE AS RIPRAP ARMORING AT THE INLETS AND OUTLETS OF DRAINAGE FEATURES. UNLESS RIP RAP QUANTITIES ARE SPECIFIED, THIS WORK IS CONSIDERED INCIDENTAL TO THE DRAINAGE FEATURE INSTALLATION, AND IS NOT MEASURED FOR PAYMENT.
7. ITEM 30336 - ROADWAY RECONDITIONING: MAINTENANCE OF EXISTING DRAINAGE FEATURES OR REMOVAL OF BERMS, HUMPS, BARRIER ROCK OR OTHER OBSTRUCTIONS IS INCIDENTAL TO PAY ITEMS 30336.
8. ITEMS 60201 - CULVERT PIPE INSTALLATION AND 61902 GATE INSTALLATIONS: EXCAVATION AND BACKFILL FOR EXISTING AND NEW STRUCTURES IS INCIDENTAL TO INSTALLATION OF NEW CULVERTS AND GATES. CONTRACTOR MAY CLOSE THE ROAD FOR A MAXIMUM OF 4 HOURS FOR CULVERT AND GATE
INSTALLATIONS. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWING AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT AND ANTICIPATED
STREAM FLOW VOLUMES. DEWATERING AND CATCH BASIN CONSTRUCTION INCIDENTAL TO PAY ITEM 60201.
9. ITEM 60501 - GEOTEXTILE SHALL BE EITHER TYPE 1 OR TYPE 2 FUNCTION C. GEOTEXTILE SHALL BE ABLE TO PASS WATER. DRAIN ROCK SHALL HAVE A MAXIMUM SIZE OF 2
INCHES AND CONTAIN NO MORE THAN 2% PASSING THE NO. 8 SIEVE. DRAIN ROCK MUST BE SUITABLE TO BE USED IN AN ABSORPTION SYSTEM, GRAVELS OF SHALE, SANDSTONE, OR LIMESTONE MAY NOT BE USED. DRAIN MAY BE CONSTRUCTED IN THE DITCH LINE TO INTERCEPT GROUND WATER AS NEEDED. ALL FABRIC, PERFORATED PIPE, DRAIN ROCK, EXCAVATION AND EMBANKMENT ARE CONSIDERED INCIDENTAL TO PAY ITEM 60501.
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
ROAD
RECONDITIONING
TYPICAL
4/26/2022 J.PINTOK A RICHARDSON
TYPICAL ROAD SECTION - INSLOPE DETAIL
NOT TO SCALE
14' +/- VARIES
3% MAX
12"
C
L
TYPICAL ROAD SECTION - OUTSLOPE DETAIL
NOT TO SCALE
14' +/- VARIES
C
L
3% MAX
SUBGRADE
SUBGRADE
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 CURVE WIDENING
DETAIL
4/26/2022 J.PINTOK A RICHARDSON
C
L
FILL SLOPE CURVE WIDENING
NOT TO SCALE
CENTERLINE
60 FT
UNLESS OTHERWISE SPECIFIED
C
L
CUT SLOPE CURVE WIDENING
NOT TO SCALE
TYPICAL SECTION
ROAD WIDTH = 14 FT
TYPICAL SECTION
ROADWAY WIDTH =14 FT
CURVE
WIDEN
CURVE
WIDEN
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PT/PC
PT/PC
T
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E
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P
TOTAL ROADWAY WIDTH
TOTAL ROADWAY WIDTH
CURVE WIDEN
AS SPECIFIED
NOTES:
1. ADD HORIZONTAL CURVE WIDENING TO THE INSIDE OF CURVES.
WIDENING APPLIES TO THE ROADWAY THROUGH THE ENTIRE CURVE
FROM PC TO PT.
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4 FT
CUT SLOPE
CLEARING
OUTER LIMITS
1V:1H
CUT SLOPE
1V:1H
CUT SLOPE
1V:1.25H FILL SLOPE
4 FT
FILL SLOPE
CLEARING
OUTER LIMITS
4 FT
FILL SLOPE
CLEARING
OUTER LIMITS
4 FT
CUT SLOPE
CLEARING
OUTER LIMITS
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 ROADSIDE CLEARING
TYPICAL
4/26/2022 J.PINTOK A RICHARDSON
F
T
NOTES:
1. THE AREA OF SIGHT DISTANCE CLEARING WILL BE FROM THE ROADSIDE CLEARING LIMIT TO A LINE OF SIGHT
BETWEEN THE BEGINNING AND THE ENDING STATIONS MARKED ON THE GROUND. SIGHT DISTANCE CLEARING
MARKED STATION
SIGHT DISTANCE
SELECTIVE CLEARING DETAIL
NOT TO SCALE
ROADSIDE CLEARING AND ROAD RECONDITIONING W/DITCH
NOT TO SCALE
1 FT
F
T
C
L
C
L
ROADSIDE CLEARING AND ROAD RECONDITIONING
NOT TO SCALE
INSLOPE, OUTSLOPE, OR CROWN WHEN
SPECIFIED IN THE WORKLIST. OTHERWISE
MAINTAIN EXISTING.
4 FT
ROADSIDE
CLEARING
OUTER LIMITS
4 FT
ROADSIDE
CLEARING
OUTER LIMITS
4 FT
ROADSIDE CLEARING
OUTER LIMITS
4 FT
ROADSIDE CLEARING
OUTER LIMITS
IS INCLUDED IN ROADSIDE CLEARING LIMITS AT STAKED LOCATIONS.
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 CULVERT DETAIL
1/19/2022 J.PINTOK A. RICHARDSON
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAMBED. INSTALL
ENERGY DISSIPATER OR
OUTLET DITCH WHEN
SPECIFIED
ORIGINAL GROUND
OR STREAMBED
CULVERT DETAIL
NOT TO SCALE
MINIMUM COVER PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
5% MINIMUM
CULVERT GRADE
ROAD C
AHEAD STATION
SKEW 120°SKEW 60°
L
OUTLINE OF RIPRAP
WHEN SPECIFIED. SEE
DETAIL THIS SHEET
V
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I N
RIPRAP DETAIL
NOT TO SCALE
INSTALL RIPRAP
WHERE SPECIFIED
A
A
H
SECTION A-A
1.5 X DIA
CULVERT
ROADWAY
FINISHED
GRADE
RIPRAP
RIPRAP CLASS "T"
0 1'-0"
1 1'-6"
2 2'-6"
3 3'-0"
4 3'-6"
SKEW DIAGRAM
NOT TO SCALE
BEDDING DETAIL
NOT TO SCALE
1'6" TYPICAL
UNCOMPACTED BEDDING
THICKNESS ACCORDING TO
SECTION 209 OF THE SPECIFICATIONS
CULVERT
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1.5 X PIPE DIA.
OR 2' MIN.
OUTLET DRAIN TO
NATURAL GROUND.
INSTALL ENERGY
DISSIPATER OR OUTLET
DITCH WHEN
SPECIFIED.
CULVERT WITH CATCH BASIN DETAIL
NOT TO SCALE
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 CULVERT WITH CATCH
BASIN DETAIL
4/26/2022 J.PINTOK A RICHARDSON
MINIMUM COVER PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
5% MINIMUM
CULVERT GRADE
EXISTING GROUND
EXISTING DITCH
CUT SLOPE
CATCH BASIN
CUT SLOPE
H
M
X
H
H
OUTLINE OF HEADWALL
RIPRAP WHEN SPECIFIED.
SEE DETAIL THIS SHEET
RIPRAP DETAIL
NOT TO SCALE
SKEW DIAGRAM
NOT TO SCALE
OUTLINE OF CUT SLOPE
RIPRAP WHEN SPECIFIED.
SEE DETAIL THIS SHEET
"1 f t
H
M
X
H
CATCH BASIN
CUT SLOPE
INSTALL HEADWALL
RIPRAP WHERE
SPECIFIED
CULVERT
INSTALL CUT
SLOPE RIPRAP
WHERE SPECIFIED
SEE CATCH BASIN DETAIL ON SHEET 8
FOR ADDITIONAL INFORMATION
ROAD C
AHEAD STATION
SKEW 120°
SKEW 60°
L
F
I L
L
N
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CATCH BASIN DETAIL
NOT TO SCALE
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 CATCH BASIN DETAIL
4/26/2022 J.PINTOK A RICHARDSON
PLAN VIEW
SUBGRADE
SHOULDER
TOP OF CUT
CULVERT
NORMAL DITCH LINE
DITCH DAM
RIPRAP.
(20' MIN.)
TOP OF CUT
SECTION A-A
CATCH BASIN ELEVATION
1.5 x DIA.
CULVERT
SUBGRADE
D I A
A
A
H
V
12"
DIA.
CULVERT
SUBGRADE
H
V
RIPRAP
WHERE
SPECIFIED
DITCH DAM
NATIVE MATERIAL
2.0 ft
4.0 ft
HEADWALL RIPRAP
CUT SLOPE
RIPRAP
INSTALL RIPRAP WHEN SPECIFIED
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 DRAIN DIP DETAIL
1/19/2022 J.PINTOK A. RICHARDSON
NOTES:
1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.
2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.
3. UNLESS OTHERWISE SPECIFIED IN THE WORKLIST DO NOT INTERCEPT THE ROADWAY DITCH.
70' 40' 90'
40'
40'
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
DRAIN DIP - TYPE I
NOT TO SCALE
60' 30' 75'
30'
30'
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
DRAIN DIP - TYPE II
NOT TO SCALE
4" MINIMUM
3" MINIMUM
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 STANDARD
UNDERDRAIN DETAIL
4/26/2022 J.PINTOK A RICHARDSON
Geotextile
Granular Backfill Material
1' MINIMUM
2.0'
PROFILE VIEW
Minimum 2 % Grade
BLIND DRAIN
Overlap 2' Minimum
(Actual Location As Staked)
BLIND DRAIN
(max, 3' intervals) Securing Pins 3.0'
2' MIN
GEOTEXTILE
OVERLAP
2'
3'
END VIEW
NO SCALE
GEOTEXTILE
CROSS SECTION VIEW
NO SCALE
PLAN VIEW
NO SCALE
4" CORRUGATED HDPE OR PVC
SMOOTH WALL PERFORATED PIPE
4"
DRAIN PIPE PLACED A MINIMUM OF
4" FROM BOTTOM OF THE DRAIN
IN DITCH LINE
AS NEEDED
ORIGINAL PROJECT DOCUMENTS
JP 8/17/20
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEAR TRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 969.1
4/26/2022 J.PINTOK A RICHARDSON 12
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CHECKEDDESIGNERDATE
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PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 969.2
4/26/2022 J.PINTOK A RICHARDSON
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 1302.1 -
13706 - 62155
4/26/2022 J.PINTOK A RICHARDSON 14
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEAR TRAT TIMBER SALE
NORTHERN REGION
01 WORKLIST 1302.2
4/26/2022 J.PINTOK A RICHARDSON
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 1348
4/26/2022 J.PINTOK A. RICHARDSON
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 1302A
4/26/2022 J.PINTOK A RICHARDSON
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CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
STEVENSVILLE RANGER DISTRICT
BITTERROOT NATIONAL FOREST
BEARTRAP TIMBER SALE
NORTHERN REGION
01 WORKLIST 62161 -
62164 - 62307
4/26/2022 J.PINTOK A RICHARDSON
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| 01_BT_TITLE_SHEET |
| 02_BT_AREA_MAP |
| Sheets and Views |
| 2 VICINITY MAP-PROJECT MAP |
| 03_BT_SCHED_ITEMS_GEN_NOTES |
| Sheets and Views |
| C-GROUP-3 SUMMARY OF QUANTITIES & GENERAL NOTES |
| 04_BT_ROAD_RECONDITIONING_TYPICAL |
| Sheets and Views |
| C-GROUP-4 - ROAD RECONDITIONING TYPICAL |
| 05_BT_CURVE_WIDENING_DETAIL |
| Sheets and Views |
| C-GROUP-5 - CURVE WIDENING DETAIL |
| 06_BT_ROADSIDE_CLEARING_TYPICAL |
| Sheets and Views |
| C-GROUP-6 - ROADSIDE CLEARING TYPICAL |
| 07_BT_CULVERT_DETAIL |
| Sheets and Views |
| C-GROUP-7 CULVERT DETAIL |
| 08_BT_CULVERT_CATCH_BASIN_DETAIL |
| Sheets and Views |
| C-GROUP-8 CULVERT WITH CATCH BASIN DETAIL |
| 09_BT_CATCH_BASIN_DETAIL |
| Sheets and Views |
| C-GROUP-9 CATCH BASIN DETAIL |
| 10_BT_DRAIN_DIP_DETAIL |
| Sheets and Views |
| C-GROUP-10 DRAIN DIP DETAIL |
| 11_BT_STANDARD_UNDERDRAIN_DETAIL |
| Sheets and Views |
| C-GROUP-17 STANDARD UNDERDRAIN DETAIL |
| 12_BT_WORKLIST_969_1 |
| Sheets and Views |
| C-GROUP-12 WORKLIST 969.1 |
| 13_BT_WORKLIST_969_2 |
| Sheets and Views |
| C-GROUP-13 WORKLIST 969.2 |
| 14_BT_WORKLIST_1302_1-13706-62155 |
| Sheets and Views |
| C-GROUP-14 WORKLIST 1302.1 - 13706 - 62155 |
| 15_BT_WORKLIST_1302_2 |
| Sheets and Views |
| C-GROUP-15 WORKLIST 1302.2 |
| 16_BT_WORKLIST_1348_1 |
| Sheets and Views |
| C-GROUP-16 WORKLIST 1348 |
| 17_BT_WORKLIST_1302A |
| Sheets and Views |
| C-GROUP-17 WORKLIST 1302A |
| 18_BT_WORKLIST_62161-62164-62307 |
| Sheets and Views |
| C-GROUP-18 WORKLIST 62161 - 62164 - 62307 |
File details come from the government source that posted it. Updated .