Attachment 2 - Combined Dwgs.pdf
PDF 3 MB Posted
- Attached to
- All Weather Access Federal contract opportunity
- Solicitation number
- 1240LT23Q0054
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 6 - Aggregate Spec.pdf | ||
| Attachment 3 - Description of Work.pdf | ||
| Attachment 5 - Specs.pdf | ||
| RFQ 1240LT23Q0054 - All Weather Access.pdf | ||
| Attachment 4 - Specs Cover Sheet.pdf | ||
| Attachment 7 - Wage Determination.pdf | ||
| Attachment 1 - Schedule of Items.pdf |
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Text version
GAOA 2022 Wall Road Aggregate
ROAD 7172
PROJECT LOCATION
PROJECT LOCATION
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VICINITY MAP
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SHEET NO.
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FILE NAME:
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KEARNEY
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KEARNEY
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NA
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PLOT SCALE:
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FOREST SERVICE
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ROCKY MOUNTAIN REGION
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U.S. DEPARTMENT OF AGRICULTURE
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GAOA 2022 WALL ROAD AGGREGATE
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ROCKY MOUNTAIN REGION (R-2)
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NEBRASKA NATIONAL FORESTS & GRASSLANDS
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TITLE SHEET
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AutoCAD SHX Text 03/2023
AutoCAD SHX Text Imlay Sheep Mountain Road 7172: From Scenic, travel east on SD Hwy. 44 for approximately 5 miles to beginning of project at Mile Post 5.95 as shown.
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NO SCALE
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NEBRASKA
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LOCATION MAP
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IMLAY
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SCENIC
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TO RAPID CITY
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TO INTERIOR
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TO SHARPS CORNER
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MP 0.00
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MP 5.95
Imlay Sheep Mountain Road 7172:
From Scenic, travel east on SD Hwy. 44 for approximately 5 miles to beginning of project for Road 7172 on right.
NFSR 7172
MP 0.00
MP 5.95
MP 5.68
DRAINAGE
CROSSING
MP 3.72
BEGIN
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MP 2.97
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MP 5.87 CULVERT
NOTES:
-The reroute work at MP 3.72 shall be as staked by the
Government.
-The drainage crossing work shall be as staked by the
Government.
-Work shall begin at MP 5.95 at the cattle guard in ROW fence.
-The excavation removed from the work at MP 5.68 may be used to construct the berm as staked by the Government.
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U.S. DEPARTMENT OF AGRICULTURE
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GAOA 2022 WALL AGGREGATE PLACEMENT
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WALL RANGER DISTRICT
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NO SCALE
Aggregate does not go all the way out to shoulder.
Dispose of by side-casting
No work required.
As needed to achieve crown section
No work required
Required reconditioning includes necessary widening for fill, curves and turnouts.
Crown shall be 2-4% slope out from centerline
Cast over fill slope.
Crown Section With 4 Inch Compacted Aggregate
RECONDITIONING OF ROADBED
* NOTE:
30307
Aggregate ft
Recondition Existing Flat Road to Crown Section
Recondition ft width 8-10 ft. minimum.
Existing two-track roadway
12" min.
12" min.
Use proposed ditch material for roadway crown construction, as needed.
Proposed ditch (if needed) shall be 12" (min.) below centerline elevation.(typ).
Ditch may not be constructed if water flows off roadway and/or material is not needed for crown construction.
4" compacted aggregate (typ).
Revised: 03/23 KE
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TYPICAL ROAD SECTIONS
TYPICAL OUTSLOPE SECTION
TYPICAL ROAD CROWN SECTION
No Scale reconditioned roadway
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L aggregate
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14' c
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NOTES:
4 inch aggregate compacted depth
4 inch aggregate compacted depth reconditioned roadway
14'
Ditch line (if constructed) is
12 inches lower (min) than crown centerline (typ).
aggregate
12'
12 inch taper, both sides (typ)
It may not be necessary to construct a ditch if water drains away from constructed roadway.
In this case, only construct a ditch if material is needed to construct roadway as shown.
Construct ditch if material is needed to construct a crown section as shown, (typ.)
G ro u n d li n e ty p
G r o u n d l i n e t y p
Revised: 03/23 KE
Fourteen (14) foot wide reconditioned roadway with 4 inches of compacted aggregate base course.
Remove existing CMP and replace with a 24 inch dia. by 30 foot long HDPE culvert pipe. Compact per 708 specification. Backfill material is located nearby as staked by the Government.
Existing drainage
MP 5.87 HDPE PIPE CULVERT VIEWS
No Scale
Backfill
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WALL_RANGER_DISTRICT
AND_HDPE_PIPE_CULVERT_VIEWS
MP 2.97 SECTION and PLAN VIEW
TYPICAL DRAINAGE CROSSING
1'
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Flowline reconditioned roadway
14'
Revised: 03/23 KE
SDDOT Class A riprap, 24 inches deep by
14 foot wide by 80 feet long across drainage crossing.
Two (2) Non-woven geotextile blankets, each 12.5 feet wide by 80 feet long. Wrap
Class A riprap at ends and 36 inches across the top as shown. The remaining material shall overlap each other, typ.
2"-3" clean rock, six (6) inches deep by 14 feet wide by 80 foot long placed over the riprap.
4 inch compacted depth aggregate, 12 foot wide running surface, typ. over 2"-3" rock.
Flowline
14 foot wide reconditioned roadway with a 12 foot wide running surface of 4 inch compacted depth aggregate base course, typ.
40'
F l o w l i n e
MP 2.97 drainage crossing is located in a wide bottom. The excavated material shall be placed nearby as staked by the Government.
F l o w l i n e
Excavate as shown to a depth of 34 inches.
Ensure the top elevation of the aggregate base course is level or just above the existing flow line of drainage.
PLAN VIEW
No Scale
40'
Ten (10) foot long lead-off ditch above drainage approaches to keep water from flowing into drainage, as staked (typ).
DitchDitch
Ditch Ditch
Cut backslopes at approaches to drainages only as needed.
A
A
SECTION A-A
14 foot wide reconditioned roadway with a 12 foot wide running surface of 4 inch compacted depth aggregate base course, typ.
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14 foot wide reconditioned roadway with a 12 foot wide running surface of 4 inch compacted depth aggregate base course, typ.
14 foot wide reconditioned roadway with a 12 foot wide running surface of 4 inch compacted depth aggregate base course, typ.
Cut backslopes at approaches to drainages only as needed.
MP 5.68 PLAN VIEW
No Scale w i d r a i n a g e
Construct this drainage crossing similar to
Typical Drainage Crossing as shown Sheet 6 of 7. Length of this crossing is 80 feet as staked by the Government. Excavation contains large round boulders. Place this excavation material as staked by the
Government.
Construct this 150 foot section of road by reconditioning roadway, installing geotextile blanket under 6 inches of 2"-3" rock, then place 4 inches of compacted aggregate base course as a running surface, as staked by the Government. .
This section shall not be excavated, but reconditioned similar to the typical roadway prism.
P r o p o s x c a v a t i o n s p o i l s
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KEARNEY
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MP_5.68_PLAN_VIEW
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03/2023
| 1 location and vicinity maps |
| Sheets and Views |
| Model |
| 2 site map |
| Sheets and Views |
| Model |
| 3_Reconditioning_of_Roadbed |
| Sheets and Views |
| Model |
| 4 typ road sections and hdpe culvert |
| Sheets and Views |
| Model |
| 5_drainage_crossing |
| Sheets and Views |
| Model |
| 6_drainage_crossing |
| Sheets and Views |
| Model |
File details come from the government source that posted it. Updated .