J3 Drawings Burgess Road Improvements_Plans_.pdf
PDF 9 MB Posted
- Attached to
- BURGESS ROAD (NFSR #15) ROAD IMPROVEMENTS
- Solicitation number
- 1240LT22R0014
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation package is for the Burgess Road (NFSR #15) Road Improvements project. Offerors are invited to submit proposals to recondition approximately 23.75 miles of the Burgess Road to the specifications provided in the drawings and documents. Services required include clearing and grubbing, road reconditioning without ditch, road reconditioning with ditch, placement of 4 inches of aggregate surface course, and development of a government-furnished aggregate source to produce 30,000 tons of aggregate. Offerors must follow the specifications in Standard Specification for Construction of Roads and Bridges on Federal Highway Projects and submit a pit development plan and traffic control plan. The closing date for questions is February 9, 2022 and proposals are due by the date specified in any forthcoming amendments. The work will be conducted on the Bighorn National Forest across Medicine Wheel Ranger District and Tongue Ranger District in Wyoming.
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Other files
| File | Type | Posted |
|---|---|---|
| Questions and Answers.docx | DOCX document | |
| 1240LT22R0014 A0001 02252022.pdf | ||
| J2 Specifications Burgess Road - FSSS.pdf | ||
| 1240LT22R0014 01242022.pdf | ||
| J1 Wage Determination WY20210040.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
BURGESS ROAD (NFSR #15) ROADWAY IMPROVEMENTS
FROM SHERIDAN, WYOMING, HEAD NORTH ON I-90 FOR 14 MILES TO EXIT 9. TAKE EXIT 9 AND TAKE
US-14 TO THE WEST. TRAVEL ON US-14 FOR 32 MILES TO BURGESS JUNCTION. AT BURGESS
JUNCTION, TAKE US-14A WEST FOR AROUND 0.4 MILES TO THE JUNCTION OF NATIONAL FOREST
SERVICE ROAD (NFSR #15) TO THE NORTH.
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER (MEDICINE WHEEL RANGER DISTRICT) DATE
DATE
FOREST SUPERVISOR
DATE
DATE
6/1 1/2
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W G;
WYOMING
BIGHORN COUNTY & SHERIDAN COUNTY
(R02) ROCKY MOUNTAIN REGION
BIGHORN NATIONAL FOREST
MEDICINE WHEEL RANGER DISTRICT AND TONGUE RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET 02/19/2021
2 PROJECT MAP 03/05/2021
SUMMARY OF QUANTITIES, PROJECT STATIONING AND NOTES
03/05/2021
4 BURGESS PIT DEVELOPMENT PLAN 02/19/2021
5 TYPICAL SECTIONS 02/19/2021
6 DELINEATOR INSTALLATION DETAILS 02/19/2021
7 SIGN GUIDE 02/19/2021
8 WORKLIST: ROAD 15 03/05/2021
9 WORKLIST: ROAD 15 CONTINUED 03/05/2021
DISTRICT RANGER (TONGUE RANGER DISTRICT)
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
6/1 1/2
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(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
PROJECT MAP
03/05/2021
CDW
CDW
JR
002 009
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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
6/1 1/2
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W G;
(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
SUMMARY OF
QUANTITIES, PROJECT
STATIONING & NOTES
03/05/2021
CDW
CDW
JR
003 009
SUMMARY OF QUANTITIES
PROJECT STATIONING
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
CONSTRUCTION SIGNS AND FLAGGERS
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 the cut slope flattening and ditch & shoulder reconditioning will be disposed of in the Burgess
Pit located at T56N, R89W, Sec.26 and Dayton Gulch Pit at T56N, R90W, Sec 19. The exact location within the pits will be determined by the COR.
STAGING AND CAMPING AREA
Upon written request, the Burgess Pit and Dayton Gulch Pit will be available for the Contractors use for camping and as a staging area for storage of materials and equipment.
CLEARING AND ROAD RECONDITIONING APPROVAL
Clearing will be completed in writing and accepted on logical sections of road before reconditioning is started. The road shall be reconditioned to conform to the typical drawings and specifications, within this contract, and accepted in writing before the placement of aggregate.
WATER
The water sources for this project will be the North Tongue River at the bridge at Milepost 1.25, Fool Creek located at Mile 5.4, Lake Creek at Mile 13.6 and the bridge at Mile 23.75 over Little Horn Creek,. All sources are located on the Burgess Road #15.
Payment for water is Indirect Payment to Items 20401, 30115, 30315, 31201 and 31403. No separate payment will be made.
SPECIFICATION 301 - AGGREGATE SOURCE
The Burgess Pit located at T56N, R89W, Sec.26 is available for the Contractor's use in crushing aggregate for this project. The
Contractor is responsible for submitting a pit development plan and obtaining any required permits before pit development or crushing begins. The Contractor will not be allowed use of the existing stockpile of aggregate in this pit unless prior written approval is granted by the Contracting Officer.
SPECIFICATION 301 - AGGREGATE MEASUREMENT
The Contractor will be responsible for sieve analysis tests as noted in the specifications. A Minimum of one sieve analysis
(AASHTO T27) test per 700 CY or 1,000 Ton will be required. If the daily output of the crusher exceeds 1,400 CY or 2,000 Ton per day, testing facilities shall be located at the crusher site. In place measurement on the road, after compaction, will be utilized to determine actual quantities for aggregate payment.
SPECIFICATION 301 - FURNISHING AND APPLYING MAGNESIUM CHLORIDE
The application rate for the magnesium chloride brine will be 0.5 gals/sq.yd. The material shall meet the requirements of
Specification 725.02.
SPECIFICATION 314 - PIT AND QUARRY DEVELOPMENT
Pit Development will include:
A.Any clearing that may be required
B. Stripping topsoil from the area to be utilized. Stripping will be to a minimum of one foot or to the depth of topsoil whichever is greater.
Pit Restoration will include:
A.Sloping all disturbed areas to drain, minimum 2% slope
B.Backsloping all cuts to 2:1 slopes or flatter
C.Spreading topsoil material uniformly over the pit backslopes (6” min. depth)
D.Seed the pit backslopes in accordance with Standard Specification 625 “Dry Method”. Seed with the following seed mixture and application rates:
Mountain Brome 8 lbs/acre
Big Bluegrass 1 lbs/acre
Slender Wheatgrass 3 lbs/acre
Thickspike Wheatgrass 5 lbs/acre
Green Needlegrass 4 lbs/acre
Total 21 lbs/acre
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PROPOSED
DEVELOPMENT
AREA
PROPOSED
CRUSHING
SITE
EXISTING
STOCKPILE SLOPE TO DRAIN
2:1
Not to Scale
BASIC SIDE
SLOPE DETAIL
PROPOSED MATERIAL TO CRUSH
AVAILABLE
STOCKPILE
SITE
ACCESS ROAD (NFSR 536)
BURG
ESS RO
A D
(N
FSR #
15)
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
6/1 1/2
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(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
BURGESS PIT
DEVELOPMENT PLAN
02/19/2021
CDW
CDW
JR
004 009
1. PRODUCE 30,000 TONS OF AGGREGATE
(GRADING F). MATERIAL LEFT OVER AND NOT USED
FOR AGGREGATE SURFACE COURSE (ITEM 30115) ON
BURGESS ROAD SHALL BE STOCKPILED FOR FUTURE
USE.
2. MATERIAL SOURCE BOUNDARIES SHALL BE
STAKED BY THE CONTRACTOR AND APPROVED BY
THE COR. ALL WORK PERTAINING TO QUARRY
DEVELOPMENT EXCEPT GROUND CONTROL AND
TRAFFIC CONTROL (63501 TEMPORARY TRAFFIC
CONTROL), ARE SUBSIDIARY TO ITEM 31403 -
DEVELOPMENT OF GOVERNMENT FURNISHED
AGGREGATE SOURCE (30,000 TONS GRADE F).
3. CLEARING, GRUBBING, AND SLASH
CLEANUP SHALL CONFORM TO ITEM 20103 -
CLEARING & GRUBBING SPECIFICATIONS.
4. ALL OVERSIZE ROCK ENCOUNTERED SHALL BE
STOCKPILED.
5. ALL WORK SHALL CONFORM TO M.S.H.A.
STANDARDS
6. UPON COMPLETION OF WORK, ALL
DISTURBED SOIL AREAS SHALL BE CONTOURED AND
SEEDED. SEEDING SHALL CONFORM TO THE 625
SPECIFICATION. NO OVERHANG OR LOOSE ROCK
SHALL BE LEFT ON THE QUARRY WALL QUARRY
SHALL BE SLOPED TO THE EAST.
7. LOOSE, UNCONSOLIDATED MATERIAL SHALL BE
STRIPPED FOR A SAFE DISTANCE, BUT IN NO CASE
LESS THAN 10 FEET FROM THE TOP OF THE
EXCAVATION.
8. THE CONTRACTOR IS RESPONSIBLE FOR
LAYING OUT EXCAVATION LIMITS IN ACCORDANCE
WITH THE AGGREGATE SOURCE PLAN TO ENSURE
THERE IS SUFFICIENT QUANTITY OF MATERIAL TO
PRODUCE CONTRACT QUANTITIES OF AGGREGATE.
9. CUT AND FILL SLOPES REQUIRED FOR
DEVELOPMENT AND/OR RESTORATION SHALL NOT
BE CONSTRUCTED STEEPER THAN 2:1.
10. TOPSOIL REJECT SHALL BE STOCKPILED IN
AREAS DESIGNATED BY THE F.S.
11. AT THE CONCLUSION OF OPERATIONS:
A) THE PIT FLOOR AND PROCESSING AREAS
SHALL BE GRADED TO PROMOTE DRAINAGE IN THE
DIRECTION SHOWN ON THE DRAWINGS AND TO
PREVENT PONDING OF SURFACE WATER.
B) ACCESS ROADS WITHIN THE PIT AREA SHALL BE
WATER BARRED AS NECESSARY AND ALL NEW CUT
AND FILL SLOPES SHALL BE SEEDED. ACCESS ROAD
536 SHALL BE BLADED AS NECESSARY TO MAINTAIN
DRAINAGE AND ACCESSIBILITY TO THE PIT AREA.
12. RESTORATION OF ALL IMPROVEMENTS IN AND
AROUND THE CRUSHING SITE, AND STOCKPILING
AREAS IS REQUIRED AN INDIRECT PAYMENT TO ITEM
31403.
13. EROSION CONTROL AND/OR RESTORATION OF
ROADS ADJACENT TO THE DEVELOPMENT SITE MAY
REQUIRE PLACING AGGREGATE AND IS INDIRECT
PAYMENT TO ITEM 31403.
14. TOPSOIL AND REJECT MATERIAL (SAVED IN
ITEM 12 ABOVE) SHALL BE UNIFORMLY SPREAD
WITHIN THE DEVELOPMENT PERIMETER IN AREAS
AND TO THE GRADES SPECIFIED BY THE COR.
15. THE CONTRACTOR IS RESPONSIBLE FOR
SUBMITTING A SIGNING AND TRAFFIC CONTROL PLAN
FOR WHEN PIT OPERATIONS ARE OCCURRING. THIS
PLAN SHALL CONFORM TO ALL MSHA AND OSHA
REQUIREMENTS FOR THIS TYPE OF WORK.
AERIAL PHOTO NOT TO SCALE
NOTES: THESE ITEMS WILL BE
ADDRESSED IN THE CONTRACTORS
PIT DEVELOPMENT PLAN.
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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
6/1 1/2
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(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
TYPICAL SECTIONS
02/19/2021
CDW
CDW
JR
005 009
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
MINIMUM 24' OR
AS SPECIFIED
MINIMUM 24' OR AS SPECIFIED
1V:1.5H
CUT
SLOPE
1V:1.5H
CUT
SLOPE
1V:1.5H
FILL
SLOPE
1V:1.5H
FILL
SLOPE
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
ASC = Aggregate Surface Course
4'
2'
E D
G
O
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O V
A L
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4'
2'
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O V
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S T
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4" ASC AS
SPECIFIED ON
WORKLIST
4" ASC AS
SPECIFIED ON
WORKLIST
TYPICAL AGGREGATE BASE COURSE SECTION
NOT TO SCALE
ITEM 30115: 4" ASC WHERE NEEDED
(SEE WORKLISTS)
ITEM 30315: ROAD
RECONDITIONING
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 indirect payment to Mobilization
(Item 15101).
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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
6/1 1/2
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EN
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.D
W G;
(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
DELINEATOR
INSTALLATION DETAILS
02/19/2021
CDW
CDW
JR
006 009
NOTE: ALL SIGN POSTS HAVE ONE DEFLECTOR INSTALLED FACING THE DIRECTION OF
ONCOMING TRAFFIC EXCEPT THOSE ON THE OUTSIDE CURVE BETWEEN THE BEGINNING AND
ENDING MILEAGES. THE SIGN POSTS ON THE OUTSIDE CURVE HAVE TWO SIGNS PER POST
FACING ONCOMING TRAFFIC.
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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
6/1 1/2
1 1 0:
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ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RIVER
RANGER DISTRICT
SIGN GUIDE
02/19/2021
CDW
CDW
JR
007 009
NOTE: ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS.
DELINEATOR INSTALLATION GUIDE
SIGN PURCHASE GUIDE
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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
6/1 1/2
1 1 0:
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ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
WORKLIST: ROAD 15
03/05/2021
CDW
CDW
JR
008 009
NFSR #15 WORKLIST (CONTINUED)
NFSR #15 WORKLIST
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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
6/1 1/2
1 1 0:
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W
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PR
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(R02)
ROCKY MOUNTAIN REGION
BURGESS ROAD
(NFSR #15)
ROAD
IMPROVEMENTS
BIGHORN NATIONAL
FOREST
MEDICINE WHEEL RANGER
DISTRICT & TONGUE RANGER
DISTRICT
WORKLIST: ROAD 15
CONTINUED
03/05/2021
CDW
CDW
JR
009 009
NFSR #15 WORKLIST (CONTINUED)
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| Sheets and Views |
| Burgess Road Improvements-COVERSHEET (1) |
| OLE1 |
| Burgess Road Improvements-PROJECT MAP (2) |
| OLE1 |
| Burgess Road Improvements-SUMMARY OF QUANTITIES (3) |
| OLE1 |
| Burgess Road Improvements-BURGESS PIT DEVELOPMENT (4) |
| OLE1 |
| Burgess Road Improvements-TYPICAL SECTIONS (5) |
| OLE1 |
| Burgess Road Improvements-DELINEATOR INSTALLATIOJ (6) |
| OLE1 |
| Burgess Road Improvements-SIGN GUIDE (7) |
| OLE1 |
| Burgess Road Improvements-WORKLIST (8) |
| OLE1 |
| Burgess Road Improvements-WORKLIST (9) |
| OLE1 |
| 2021-06-30T16:21:07-0600 | |
| CHRISTOPHER WOLFFING |
File details come from the government source that posted it. Updated .