Attach_1_Paintrock Road Improvements Drawings.pdf
PDF 4 MB Posted
- Attached to
- FISHLAKE SUPERVISOR’S OFFICE RENNOVATIONS Federal contract opportunity
- Solicitation number
- 1240LT22R0035
- Issued by
- Department of Agriculture Forest Service
About this file
This document package provides construction drawings and specifications for road improvements on Paintrock Road (NFSR #17) on the Bighorn National Forest in Wyoming.
The drawings depict 10 sheets detailing the project location, existing conditions, proposed work activities and specifications. The worklist spans 3 sheets and outlines clearing, grubbing, reconditioning and aggregate placement activities along 30 miles of the road from station 1+00 to 312+50. Work includes reconditioning the road prism, installing or replacing 7 culverts, constructing drivable dips, and placing 4 inches of aggregate surface course in specified locations. The contract specifies use of a government-supplied aggregate stockpile for materials and includes provisions for traffic control, signage, and waste disposal.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Q and A Fishlake NF Supervisory Office 5.18.22.docx | DOCX document | |
| Amendment 2_Fishlake.NFSO.rennovations.Addendum.5.16.2022.docx | DOCX document | |
| Amendment 2_ESheets.FishlakeSO - Correct.pdf | ||
| Amendment 2.pdf | ||
| Site Visit Sign In Sheet.pdf | ||
| Amendment 1-Extend Closing Date.pdf | ||
| ATTACHMENT 3_WAGE DETERMINATION.pdf | ||
| Attach_4_Determination of Responsibility.pdf | ||
| 1240LT22R0035.pdf | ||
| ATTACHMENT 1_SPECS.FISHLAKESO.FINAL.3.2.2022.pdf | ||
| ATTACHMENT 2_DRAWINGS.FINAL.FISHLAKE.4.11.2022.pdf | ||
| Attach_2_Paintrock Road FSSS.pdf | ||
| Attach_3_Wage Determination.pdf | ||
| 1240LT22R0029.pdf | ||
| Attach_4_Determination of Responsibility.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
GAOA-PAINTROCK ROAD (NFSR #17)
FROM GREYBULL, WYOMING, HEAD EAST ON US-14 APPROXIMATELY 31 MILES TO THE JUNCTION OF
FOREST ROAD #17 (PAINTROCK ROAD).
FROM SHERIDAN, WYOMING, HEAD NORTH ON INTERSTATE 90 FOR APPROXIMATELY 11 MILES TO EXIT
9. TAKE US-14 AND HEAD WESTBOUND APPROXIMATELY 48 MILES TO THE JUNCTION OF FOREST ROAD
#17 (PAINTROCK ROAD).
ROAD IMPROVEMENTS
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
FOREST SUPERVISOR
DATE
2/2 /22
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W G;
WYOMING
BIG HORN COUNTY
(R02) ROCKY MOUNTAIN REGION
BIGHORN NATIONAL FOREST
MEDICINE WHEEL RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 12/13/2021
2 PROJECT MAP 12/13/2021
SUMMARY OF QUANTITIES, SIGNS, PROJECT STATIONING & NOTES
12/13/2021
4 TYPICAL SECTIONS 12/7/2021
5 CULVERT INSTALLATION 12/7/2021
6 CATCH BASIN DETAIL 12/7/2021
7 DRIVABLE DIP DETAIL 12/7/2021
8 WORKLIST 12/10/2021
9 WORKLIST CONTINUED 12/10/2021
10 WORKLIST CONTINUED 1/6/2022
NFSR #17
US 14
RECREATION STAFF OFFICER
DATE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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W G;
(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
PROJECT MAP
12/02/2021
CDW
CDW
JR
002 010
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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W G;
(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
SUMMARY OF
QUANTITIES, SIGNS,
PROJECT STATIONING &
NOTES
12/02/2021
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Project Notes
SPECIFICATIONS
The specifications for this contract are contained with the document “STANDARD SPECIFICATION FOR
CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS”. Document FP-14
U.S. Customary Units. A copy of these specifications can be obtained by visiting the website:
https://flh.fhwa.dot.gov/resources/specs
TIMING OF WORK AND TRAFFIC DELAYS
Delays may not exceed 30 minutes at any one time followed by an open period of no less than 15 minutes. Up to
2 hours of delay will be allowed for installing culverts at live water crossings and the cattleguard with an open period no less than 30 minutes.
CONSTRUCTION SIGNS AND TRAFFIC CONTROL
Construction signs will be required on this project and will be in accordance with Manual of Uniform Traffic
Control Devices (MUTCD) and at locations agreed to by the COR. A Sign and Traffic Control Plan submittal will be required before construction.
DISPOSAL OF UNSUITABLE MATERIAL
Unsuitable material developed from reconditioning, culvert installation and other activities will be disposed of in the Granite Pass Gravel Pit located at T54N, R88W, Sec.20, 44° 37' 54.83" N, 107° 29' 24.35" W. The exact location within the pit will be determined by the COR.
STAGING AND CAMPING AREA
Upon written request, an area by the Ranger Creek Campground, located at T53N, R88W, Sec. 19, may be available for the Contractors use for camping and as a staging area for storage of materials and equipment.
Other camping and staging areas may be identified at the time of the contract by the COR should the need arise.
CLEARING AND ROAD RECONDITIONING APPROVAL
Clearing will be completed and accepted on identified sections of road before reconditioning is started.
Recondition the road to conform to drawings and specifications within this contract. Obtain written approval from the CO before aggregate placement.
WATER
The water sources for this project will be the Shell Creek at the bridge at Milepost 2.75. All sources are located on the Paintrock Road #17. Payment for water is indirect to Items 20415, 30115(A), 30115(B) and
30315. No separate payment will be made.
SPECIFICATION 301 - AGGREGATE SOURCE
The source for aggregate is from a government supplied stockpile at Granite Pass Pit located at T54N, R88W, Sec.20, 44° 37' 54.83" N, 107° 29' 24.35" W. The exact location within the pit will be determined by the COR. WYDOT may be crushing at the pit at the time of the Contract. Coordination with WYDOT with aggregate trucks hauling out of the pit may be necessary. If coordination with WYDOT is necessary, obtain written approval from the CO before aggregate hauling commences. Traffic Control may be necessary at the Pit location if it is not already in place by WYDOT.
SPECIFICATION 301 - AGGREGATE MEASUREMENT
In place measurement on the road, after compaction, will be utilized to determine actual quantities for aggregate payment.
SUMMARY OF QUANTITIES
PROJECT STATIONING
BASE ITEMS
OPTIONAL ITEMS
SIGNS SUMMARY
SIGN DETAILS
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
TYPICAL SECTIONS
12/07/2021
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004 010
RECONDITIONING TYPICAL SECTION WITH DITCH
NOT TO SCALE
3'
C
L
C
L
RECONDITIONING TYPICAL SECTION WITHOUT DITCH
NOT TO SCALE
INSLOPE, OUTSLOPE, OR CROWN WHEN SPECIFIED IN
THE WORKLIST. OTHERWISE MAINTAIN EXISTING.
TOE OF FILL
OR 6' MIN.
ROADSIDE
CLEARING
OUTER LIMITS
TOP OF CUT
OR 10' MIN.
ROADSIDE
CLEARING
OUTER LIMITS
TOE OF FILL
OR 6' MIN.
ROADSIDE CLEARING
OUTER LIMITS
TOP OF CUT
OR 10' MIN.
ROADSIDE CLEARING OUTER
LIMITS
VARIES
VARIES
1V:1.5H CUT SLOPE
OR EXISTING
1V:1.5H CUT
SLOPE OR EXISTING
1V:1.5H FILL
SLOPE OR EXISTING
1V:1.5H FILL SLOPE
OR EXISTING
CLEARING AND GRUBBING LIMITS WITHOUT DITCH
NOT TO SCALE
TOE OF FILL
OR 6' MIN.
ROADSIDE
CLEARING
OUTER LIMITS
TOP OF CUT
OR 10' MIN.
ROADSIDE
CLEARING
OUTER LIMITS
TOE OF FILL
OR 6' MIN.
ROADSIDE CLEARING
OUTER LIMITS
TOP OF CUT OR 10'
MIN
ROADSIDE CLEARING
OUTER LIMITS
VARIES
VARIES
CLEARING AND GRUBBING LIMITS WITH DITCH
NOT TO SCALE
4'
2'
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G
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A L
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A L
4" ASC AS
SPECIFIED ON
WORKLIST
4" ASC AS
SPECIFIED ON
WORKLIST
TYPICAL AGGREGATE COURSE SECTION
NOT TO SCALE
ITEM 30315: ROAD
RECONDITIONING
ASC = Aggregate Surface Course
ITEM 30115(A) & 30115(B): 4" ASC
WHERE NEEDED
(SEE WORKLISTS)
NOTES:
(1) Those stumps that can remain will be cut horizontally and left a maximum of 2" above the ground.
(2) Tops, limbs and stumps will be disposed of in accordance with Supplemental Specification 203.
(3) Limbs shall be removed from trees that are outside of the clearing limits but within 4' of the edge of road. These limbs will be flush cut with the tree and removed to a height of 14' from the roadbed elevation.
(4) Stumps removed within the clearing limits will be disposed per Method F.
(5) Chipping or Grinding. Use an appropriate machine to chip or grind slash where Method G is called for on worklists.
Deposit chips or ground woody material outside clearing limits to a loose depth no more that 3 inches. Areas exceeding 3 inches are to be spread out. All chipped material must be kept out of water courses. Submit specifications on the chipper to be utilized to the CO for approval before the start of the project.
(6) Chipped vegetation and slash shall be chipped so that no woody piece is greater than 3" in length.
(7) All vegetative material, chips and other debris from clearing and grubbing activities shall be removed from the road surface and ditchlines.
(8) The work area shall be properly signed in accordance with MUTCD Standards. The public will be alerted to any hazards on the Roadway such as: equipment, personnel, slash piles, etc. by means of signs, warning devices or flaggers. The
Contractor shall submit a general traffic control plan to the CO for review before work begins. Traffic Control is direct payment to Temporary Traffic Control (Item 63501).
(9) Station 1+00 to 147+80 has an average base road width of 24'. Station 147+80 to 312+50 has an average base width of 14'.
Widths vary within these stretches. Unless specified on worklist, newly placed aggregate surface course shall match existing widths including curve widening and turnouts.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
CULVERT INSTALLATION
DETAIL
12/07/2021
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1.5 X PIPE DIA.
OR 2' MIN.
OUTLET DRAIN TO
NATURAL GROUND.
INSTALL ENERGY
DISSIPATOR OR
OUTLET DITCH WHEN
SPECIFIED.
CULVERT WITH CATCH BASIN DETAIL
NOT TO SCALE
MINIMUM COVER
PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
5% MINIMUM CULVERT
GRADE
EXISTING GROUND
EXISTING
DITCH CUT
SLOPE
CATCH BASIN
CUT SLOPE
V
H
M
A
X
H
H
OUTLINE OF HEADWALL
RIPRAP WHEN
SPECIFIED.
SKEW DIAGRAM
NOT TO SCALE
OUTLINE OF CUT
SLOPE RIPRAP WHEN
SPECIFIED.
SEE CATCH BASIN DETAIL ON SHEET
6 FOR ADDITIONAL INFORMATION
ROAD C
AHEAD STATION
SKEW 120°
SKEW 60°
L
°6
AGGREGATE SURFACE COURSE
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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.D
W G;
(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
CATCH BASIN DETAIL
12/07/2021
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CDW
JR
006 010
CATCH BASIN DETAIL
NOT TO SCALE
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
6'
10'
HEADWALL RIPRAP
CUT SLOPE
RIPRAP
INSTALL RIPRAP WHEN SPECIFIED
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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PR
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EN
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.D
W G;
(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
CATCH BASIN DETAIL
12/07/2021
CDW
CDW
JR
007 010
A(ft) B(ft) R(ft)
GRADE
LOWBOY
LOG TRUCK 4x4 FIRE ENGINE
LENGTH TAPER ROUNDING
0-5
6-9
10-12
LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING
0-5
6-9
10-12
0-5
6-9
30 30
30 50
30 60
2020 25
20 40
20 50
10 - 30
NOTES:
1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.
2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.
3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO
ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.
5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.
6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE
ROADWAY DITCH.
7. ALL DRIVABLE DIPS IN THIS PROJECT SHALL BE PER LOG TRUCK
STANDARD.
A(ft)
B(ft) R(ft)
A(ft)
B(ft)
R(ft)
B A B
R
R
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
DRIVABLE DIP DETAIL
NOT TO SCALE
GRADE
GRADE
10 - 30
M
I N
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
WORKLIST
12/02/2021
CDW
CDW
JR
008 010
NFSR #17 WORKLIST
NFSR #17 WORKLIST CONTINUED
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
:2
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PAINTROCK
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ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
WORKLIST CONTINUED
12/10/2021
CDW
CDW
JR
009 010
NFSR #17 WORKLIST CONTINUED
NFSR #17 WORKLIST CONTINUED
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 /22
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W G;
(R02)
ROCKY MOUNTAIN REGION
GAOA -
PAINTROCK
ROAD (NFSR #17)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL
RANGER DISTRICT
WORKLIST CONTINUED
12/10/2021
CDW
CDW
JR
010 010
NFSR #17 WORKLIST CONTINUED
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| Sheets and Views |
| Paintrock Road Improvements-COVERSHEET |
| OLE1 |
| Paintrock Road Improvements-PROJECT MAP (2) |
| OLE1 |
| Paintrock Road Improvements-SOQ-NOTES (3) |
| OLE1 |
| Paintrock Road Improvements-TYPICAL SECTIONS (4) |
| OLE1 |
| Paintrock Road Improvements-CULVERT INSTALLATION (5) |
| OLE1 |
| Paintrock Road Improvements-CATCH BASIN DETAIL (6) |
| OLE1 |
| Paintrock Road Improvements-DRIVABLE DIP DETAIL (7) |
| OLE1 |
| Paintrock Road Improvements-WORKLIST (8) |
| OLE1 |
| Paintrock Road Improvements-WORKLIST COUNT(9) |
| OLE1 |
| Paintrock Road Improvements-WORKLIST COUNT(10) |
| OLE1 |
| 2022-02-03T14:01:27-0700 | |
| CHRISTOPHER WOLFFING |
| 2022-02-03T15:45:07-0700 | |
| ANDREA DAVIDSON |
| 2022-02-04T09:07:13-0700 | |
| MARVIN MATTHIESEN |
| 2022-02-07T09:54:01-0700 | |
| ANDREW JOHNSON |
File details come from the government source that posted it. Updated .