Attachment_2_-_Drawings.pdf
PDF 3 MB Posted
- Attached to
- ACTON ROAD GRAVEL Federal contract opportunity
- Solicitation number
- 140L3621Q0004
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 140L3621Q0004_Amendment_1_(Issued)_0001.pdf | ||
| Sol_140L3621Q0004_Amd_0001.pdf | ||
| Attachment_7_-_SFA_Payment_Bond.pdf | ||
| Attachment_6_-_SF25_Performance_Bond.pdf | ||
| Attachment_5_-_Reference_List.pdf | ||
| 140L3621Q0004_Solicitation_Package_(Issued).pdf | ||
| Attachment_1_-_Specifications.pdf | ||
| Sol_140L3621Q0004.pdf | ||
| Attachment_8_-_DI-137_Release_of_Claims.pdf | ||
| Attachment_4_-_SF_24_Bid_Bond.pdf | ||
| Attachment_3_-_General_Decision_Number.pdf |
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY: GUY STICKNEY
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AUTOCAD NAME:
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RECOMMENDED BY: MIKE STUDINER
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DESIGN OFFICE:
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%%USTATE REFERENCE MAP
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ACTON ROAD GRAVEL
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YELLOWSTONE COUNTY
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BILLINGS FIELD OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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ACTON ROAD GRAVEL - COVER SHEET.DWG
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COVER SHEET
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ACTON ROAD GRAVEL
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50 MILES
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100 MILES
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PROJECT LOCATION
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INTERSTATE HIGHWAYS
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US HIGHWAYS
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MONTANA
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PROJECT EXTENTS
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ACTON ROAD GRAVEL
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3.5 MILES
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7 MILES
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1 MILE
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2 MILE
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%%UPROJECT AREA MAP
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%%UWORK LOCATION MAP
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US HIGHWAY 3
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HEAG ROAD
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OSWALD ROAD
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ACTON, MT
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PROJECT LOCATION
Acton Road Gravel Plan 0+00' - 35+00'
1A
Acton Road Gravel Plan 35+00' - 70+00'
1B
1A
1B
1A
HEAG ROAD
HEAG ROAD
O S W
A L D
R O
A D
ADDITIVE ALTERNATE A
STA.0+00'-STA.4+70'
ADDITIVE ALTERNATE A
STA.7+30'-STA.36+20'
ADDITIVE ALTERNATE A
ADDITIVE ALTERNATE A
STA.45+33'-STA.62+48'
STA.7+30'-STA.36+20'
GENERAL NOTES:
1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES.
COORDINATE WITH MONTANA 811.
2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD
MAINTENANCE OPERATIONS.
3. ADDITIVE ALTERNATIVE B WILL SURFACE REMAINING ROAD SECTIONS NOT
ADDRESSED BY ADDITIVE ALTERNATIVE A. SEE DETAIL 1B/5
SEE DETAIL 1B/5 FOR
TYPICAL ROAD CROSS SECTION
O S W
A L D
R O
A D
BEGIN BASE BID ROAD MAINTENANCE
SEE TYPICAL SECTION 1A/5
SEE DETAIL 1B/5 FOR
TYPICAL ROAD CROSS SECTION
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ACTON ROAD GRAVEL - PLAN SHEET 1.DWG
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PLAN SHEET 1
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ACTON ROAD GRAVEL
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Acton Road Gravel Plan 70+00' - 105+00'
1A
Acton Road Gravel Plan 105+00' - 129+00'
1B
1A
1B
HEAG ROAD
HEAG R
O
AD
1B
ADDITIVE ALTERNATE A
STA.83+50'-STA.104+75'
PICNIC TABLE W/
SHADE STRUCTURE
VAULT TOILET
INFORMATION
KIOSK
ACTON RECREATION AREA
CATTLE GUARD
END BASE BID ROAD MAINTENANCE AND
TYPICAL SECTION DETAIL 1A/5
SEE DETAIL 1B/5 FOR
TYPICAL ROAD CROSS SECTION
SEE DETAIL 1B/5 FOR
TYPICAL ROAD CROSS SECTION
GENERAL NOTES:
1. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES.
COORDINATE WITH MONTANA 811.
2. NOTIFY COR IF MOISTURE CONDITIONS DO NOT ALLOW SATISFACTORY ROAD
MAINTENANCE OPERATIONS.
3. ADDITIVE ALTERNATIVE B WILL SURFACE REMAINING ROAD SECTIONS NOT
ADDRESSED BY ADDITIVE ALTERNATIVE A. SEE DETAIL 1B/5
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PLAN SHEET 2
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ACTON ROAD GRAVEL
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10' 10'
20'
3% T
yp. 3% Typ.
ROAD SHOULDER
LENGTH VARIES
ROAD SHOULDER
LENGTH VARIES
FINAL SURFACING WIDTH
ROAD TYPICAL SECTION TO BE ADDRESSED
AND SHAPED FROM SHOULDER TO SHOULDER
3" 3%
T
yp. 3%
Typ.
TYPICAL CROWN ROAD
NO SCALE
1A
TYPICAL ROAD CROSS SECTION
NO SCALE
1B
3" MIN. OF 1" MINUS CRUSHED
GRAVEL SURFACING
COMPACTED TO 95% DENSITY
PER ASTM D-698 OR AASHTO
T-99 AT A 20' TOTAL WIDTH.
EXISTING SUB-BASE SIZE AND
DEPTH UNKNOWN.
GENERAL NOTES:
1. MAINTENANCE WIDTH VARIES, BUT EXISTING SHOULDER TO EXISTING
SHOULDER IS EXPECTED TO BE MAINTAINED.
2. ROAD TYPICAL SECTION IS TO BE ADDRESSED AND SHAPED FROM EXISTING
SHOULDER TO EXISTING SHOULDER. NO INSLOPES, OUTSLOPES, OR DITCHES
ARE REQUIRED TO BE ADDRESSED.
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STANDARD DETAILS SHEET
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ACTON ROAD GRAVEL
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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BILLINGS FIELD OFFICE
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| Sheets and Views |
| 1 Cover Sheet |
| 2 Project Overview Sheet |
| 3 Plan Sheet 1 |
| 4 Plan Sheet 2 |
| 5 Standard Details Sheet |
File details come from the government source that posted it. Updated .