Attachment 3 - Combined Drawings.pdf
PDF 580 KB Posted
- Attached to
- East Ash Water Development Federal contract opportunity
- Solicitation number
- 1240LT21Q0079
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240LT21Q0079-0001.pdf | ||
| RFQ 1240LT21Q0079 - East Ash Water Development.pdf | ||
| Attachment 2 - Combined Specifications.pdf | ||
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| Attachment 4 - East Ash Water Development Project Maps.pdf | ||
| Attachment 5 - WD NE20210079.pdf |
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Text version
EAST ASH WATER DEVELOPMENT
ROCKY MOUNTAIN REGION
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R-2 TITLE SHEET
1 3
AutoCAD SHX Text NEBRASKA NATIONAL FORESTS and GRASSLANDS
AutoCAD SHX Text I have reviewed the Technical Aspects of these drawings:
AutoCAD SHX Text Forest and Grasslands Engineer
AutoCAD SHX Text Approved By:
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UNITED STATES DEPARTMENT OF AGRICULTURE
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CONSTRUCTION DRAWINGS FOR
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FOREST SERVICE
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REGION 2
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OF
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AutoCAD SHX Text Pine Ridge District Range Staff
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AutoCAD SHX Text Pine Ridge District Ranger
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AutoCAD SHX Text Chadron
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AutoCAD SHX Text Buffalo Gap National Grassland
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US 2
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US 26
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AutoCAD SHX Text North Platte
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US 71
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AutoCAD SHX Text Scottsbluff
AutoCAD SHX Text Samuel R. McKelvie
AutoCAD SHX Text Ogallala
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US 385
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US 83
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US 20
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NEBRASKA
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SOUTH
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DAKOTA
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AutoCAD SHX Text Oglala N.G.
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COLORADO
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WYOMING
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VICINITY MAP
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INDEX
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SHEET
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TITLE OF SHEET
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THIS PROJECT
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1 TITLE SHEET
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2 WATERLINE DETAILS AND NOTES
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3 TANK DETAILS AND NOTES
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PINE RIDGE RANGE DISTRICT
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
ROCKY MOUNTAIN REGION
R-2
Waterline Details and Notes
East Ash Water Development
NEBRASKA NATIONAL FORESTS
and GRASSLANDS
PINE RIDGE RANGER DISTRICT 2 3
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AutoCAD SHX Text Existing groundline (typ)
AutoCAD SHX Text 2" supply pipeline
AutoCAD SHX Text Surface
AutoCAD SHX Text Install double check valve or 2 single check valves. .
AutoCAD SHX Text 2" dia. main waterline. Connect with "Tee" to 2" supply pipeline to tire tank, typ.
AutoCAD SHX Text Construct 2'x2'x2' clean gravel drain, max. gravel size 2" dia.
AutoCAD SHX Text Install new 2" supply pipeline (typ)
AutoCAD SHX Text 2" drain line
AutoCAD SHX Text Install 13' dia. used rubber tire casing stock water tank, See SHEET 3 of 3.
AutoCAD SHX Text 2" drain line to daylight
AutoCAD SHX Text Mound rocks (2"-6" dia.) around outlet for protection. Place rodent-proof screen across 2" dia. drain pipe. Typical for all drains.
AutoCAD SHX Text Adjustable float valve
AutoCAD SHX Text 2" Pipeline
AutoCAD SHX Text 5'-0"
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AutoCAD SHX Text Outlet
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AutoCAD SHX Text Waterbar
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PLAN VIEW
AutoCAD SHX Text Existing Groundline (typ)
AutoCAD SHX Text 6" Excavation
AutoCAD SHX Text 6" Fill
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SIDE VIEW
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TYPICAL ROLLING DIP INSTALLATION
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TYPICAL GUARD POST INSTALLATION
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2'-0" (TYP)
AutoCAD SHX Text Object to be protected is centered
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
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(3) 4" dia. 5'-6" long pressure treated posts (typ).
AutoCAD SHX Text 2"x6"x24" long treated lumber (typ)
AutoCAD SHX Text Existing Groundline (typ)
AutoCAD SHX Text Existing Groundline (typ)
AutoCAD SHX Text 4" dia. PVC pipe (valve box) with 4" PVC cap, 12" above ground.
AutoCAD SHX Text 5' min.
AutoCAD SHX Text Bronze body gate valve
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AutoCAD SHX Text Provide " x 6'-6" long control 12" x 6'-6" long control rod made to fit 2" dia. gate valve.
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NO SCALE
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AutoCAD SHX Text For additional details on tire tank, see SHEET 3 of 3. Install Typical Guard Post shall be installed around 2-4" dia. PVC pipe (valve box) for shut-off valves, around 3-air relief valves, and around 1-4" dia. PVC pipe (valve box) for end-of-main line drain. Rolling dips shall be installed along trenching as erosion is expected. The dips shall be spaced at 50 foot intervals on slopes exceeding 4%, at 100 foot intervals on slopes less than 4%.
AutoCAD SHX Text 5'
AutoCAD SHX Text 8"
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AutoCAD SHX Text 2" supply pipeline to tire tank
AutoCAD SHX Text End of the 2" dia. mainline. Install a bronze body gate valve with 4" dia. PVC pipe valve box and cap, 12" above ground. Construct a 2'x2'x2' clean gravel drain, max. gravel size is 2" dia. Continue 2" dia. mainline drain to daylight.
AutoCAD SHX Text To well.
AutoCAD SHX Text Drain to daylight.
AutoCAD SHX Text 5'
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TYPICAL SIDE VIEW TIRE CASING TANK DETAILS
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NO SCALE
PLAN VIEW 2" DIA. MAINLINE DRAIN
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
ROCKY MOUNTAIN REGION
R-2
Tank Details and Notes
East Ash Water Development
NEBRASKA NATIONAL FORESTS
and GRASSLANDS
PINE RIDGE RANGER DISTRICT 3 3
PLAN VIEW - TIRE TANK
SIDE VIEW - TIRE TANK
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AutoCAD SHX Text 05/2021
AutoCAD SHX Text Bottom of used rubber tire casing stock water tank shall be 8" below ground level as shown.
AutoCAD SHX Text 6" dia. x 6 foot long pressure treated posts (typ). Posts shall be 12" away from tire tank.
AutoCAD SHX Text 2-2"x6" pressure treated boards bolted together by 2-1/2" dia. x 12" long galv. bolts with nuts and washers
AutoCAD SHX Text 2"x6" pressure treated lumber blocking nailed to 2-2"x6" boards with 2-16D nails each side.
AutoCAD SHX Text Top tank to grd.
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AutoCAD SHX Text Used 14' dia. used rubber tire casing for tank. tire casing shall be free of cuts, rips or holes. Tire casing shall not be worn beyond tread depth.
AutoCAD SHX Text Float and drain protection (30" dia. x 2' long concrete casing with lid or double wall PE pipe, as approved).
AutoCAD SHX Text 6" depth concrete (or Sackcrete) over min. 2" of compacted bentonite. Other options to be approved by the Contracting Officer.
AutoCAD SHX Text 2" min. drain line riser, 3" below top of tank. Install coupling at concrete base to allow for removal of 2" min. riser for drainage. Drain line shall be sloped to drain (see SHEET 12 of 13).
AutoCAD SHX Text New 2" PVC inlet pipe with adjustable float valve.
AutoCAD SHX Text Escape ramp - Government supplied-attached to tire with a 1" flat washer and lag bolt or galv. wire as approved.
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AutoCAD SHX Text H=Max. 20"
AutoCAD SHX Text 8" min.
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NO SCALE
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NO SCALE
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NOTES.
AutoCAD SHX Text Coupling
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AutoCAD SHX Text H=Min. 20"
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AutoCAD SHX Text Use pre-mixed bags of Sackrete or equal for concrete or as approved by the CO.
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AutoCAD SHX Text Tank diameter shall be 13 feet and a min. of 20" deep measured on inside of tire = 1,922 gal.
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AutoCAD SHX Text Estimated volumes to seal tire tank center - 28-80 lb. bags of Sackcrete and 8-50 lb bags of Bentonite.
AutoCAD SHX Text Existing groundline (typ)
| 1 Title sheet |
| Sheets and Views |
| Model |
| 2 waterline details |
| Sheets and Views |
| wline details 12 |
| 3 tank details |
| Sheets and Views |
| tank details 13 |
File details come from the government source that posted it. Updated .