A06_Drawings_1.pdf
PDF 1 MB Posted
- Attached to
- BLM-CO CRVFO Two Bridges Expansion Federal contract opportunity
- Solicitation number
- 140L1725R0009
About this file
These engineering drawings detail the Two Bridges Expansion project for the Bureau of Land Management's Colorado River Valley Field Office (CRVFO), located near Eagle, Colorado. The ten-page technical document includes site plans, utility infrastructure designs, and construction specifications for a comprehensive site upgrade involving:
Proposed infrastructure includes a new potable well to replace an existing non-potable well, a septic system with three sewer collection lines, water system components (hydrants, water lines), electrical hookups for RV utilities, a 3-trailer parking area, and site grading/earthwork. The project involves underground utility installations, utility poles, power lines, and preparing surfaces with compacted aggregate. Specific technical details are provided for each system, including slope gradients, pipe specifications, connection methods, and installation requirements. Drawings include site context maps, existing and proposed site layouts, utility profiles, and detailed technical specifications for each infrastructure component.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A04_Schedule_of_Items_1.pdf | ||
| A06_Specifications_1.pdf |
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1. Proposed 1500 Gallon Holding tank shall be Proposed 1500 Gallon Holding tank shall be installed according to specifications. 2. Sewer Hook-Up Drawings are Typical. Sewer Hook-Up Drawings are Typical. 3. Fittings as shown are typical. Contractor is Fittings as shown are typical. Contractor is to determine types and quantities of fitting required for installations. 4. Sewer Line profiles and elevations shown on Sewer Line profiles and elevations shown on next page.
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AutoCAD SHX Text Electrical Hook-Up
AutoCAD SHX Text Existing Utility Pole
AutoCAD SHX Text Proposed Utility Pole
AutoCAD SHX Text Proposed Utility Pole
AutoCAD SHX Text %%UNotes:
AutoCAD SHX Text
1. Supply electricity to Pressure tank, Supply electricity to Pressure tank, proposed well, and the 30AMP RV Hook-ups in accordance to Specs. 2. Estimated distance from existing utility pole Estimated distance from existing utility pole to building: 700ft. 3. Underground power lines shall be installed Underground power lines shall be installed according to specifications. 4. Protective PVC pipe sizing and quantities Protective PVC pipe sizing and quantities shall be determined by contractor.
AutoCAD SHX Text %%UElectrical Hookup Details
AutoCAD SHX Text 30AMP RV Power Outlet Box
AutoCAD SHX Text Pipe Strap
AutoCAD SHX Text PVC Pipe and Electrical Cables
AutoCAD SHX Text Compacted Aggregate
AutoCAD SHX Text Prepared Subgrade
Proposed Potable Well
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text D
AutoCAD SHX Text C
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BUREAU OF LAND MANAGEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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DATE
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APPROVED
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MARK
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DESCRIPTION
AutoCAD SHX Text B
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DATE:
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OF
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APPROVED BY:
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SHEET
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DRAWN BY:
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PROJECT NO:
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DESIGNED BY:
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DESIGN OFFICE:
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CHK'D BY:
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AutoCAD SHX Text 3/3/25
AutoCAD SHX Text
DSV
AutoCAD SHX Text others
AutoCAD SHX Text
LLCO952000
AutoCAD SHX Text
CO
AutoCAD SHX Text Upper Colorado District
AutoCAD SHX Text
TWO BRIDGES EXPANSION
AutoCAD SHX Text
WATER SYSTEM
AutoCAD SHX Text Hydrant
AutoCAD SHX Text Water Lines (See Notes)
AutoCAD SHX Text Proposed Potable Well
AutoCAD SHX Text Pressure Tank (See Next Page)
AutoCAD SHX Text 6" Compacted Aggregate
AutoCAD SHX Text Compacted Soil
AutoCAD SHX Text Drain Basin, See Notes
AutoCAD SHX Text Non-Freeze Sanitary Hydrant
AutoCAD SHX Text Waterline/Fittings, See Notes
AutoCAD SHX Text %%UWater Hydrant Details
AutoCAD SHX Text Side View
AutoCAD SHX Text Slope 3%
AutoCAD SHX Text Drain Basin, See Notes
AutoCAD SHX Text Top View
AutoCAD SHX Text %%UNotes:
AutoCAD SHX Text
1. Existing non-potable well shall be abandoned and proposed Existing non-potable well shall be abandoned and proposed potable well shall be installed according to specifications. 2. Install 1-1/2" waterlines unless installer recommends or is Install 1-1/2" waterlines unless installer recommends or is noted to be different. 3. Hydrant Drawings are Typical. Drain concrete pads as Hydrant Drawings are Typical. Drain concrete pads as required for each installation. 4. Drain Basin edge depth shall be 1" deep and match shall Drain Basin edge depth shall be ±1" deep and match shallmatch thickness of steel grate. Steel Grate shall sit flush with top of concrete. Slope concrete inward to drain as shown. 5. Fittings as shown are typical. Contractor to determine types Fittings as shown are typical. Contractor to determine types and quantities of fitting required for installations. 6. A valve box shall be installed at each branch of the water A valve box shall be installed at each branch of the water line. A Drain box shall be installed for inlet and outlet water lines as shown.
AutoCAD SHX Text Existing Well
AutoCAD SHX Text Stop Valve
AutoCAD SHX Text Size Varies
AutoCAD SHX Text Fittings as Required
AutoCAD SHX Text for Secure Connection
AutoCAD SHX Text Brass Curb
AutoCAD SHX Text Curb Box w/Rod
AutoCAD SHX Text Distance Varies
AutoCAD SHX Text Finished
AutoCAD SHX Text Grade
AutoCAD SHX Text Polyethylene
AutoCAD SHX Text Valve Box w/Lid
AutoCAD SHX Text Note:
AutoCAD SHX Text
1. Extend drainline to daylight and
AutoCAD SHX Text cover with native rock.
AutoCAD SHX Text
2. Drainline pipe diameter as
AutoCAD SHX Text specified.
AutoCAD SHX Text %%UTypical Drain Detail
AutoCAD SHX Text Stop Valve
AutoCAD SHX Text Size Varies
AutoCAD SHX Text Fittings as Required
AutoCAD SHX Text for Secure Connection
AutoCAD SHX Text Brass Curb
AutoCAD SHX Text Curb Box w/Rod
AutoCAD SHX Text Distance Varies
AutoCAD SHX Text Finished
AutoCAD SHX Text Grade
AutoCAD SHX Text Polyethylene
AutoCAD SHX Text Valve Box w/Lid
AutoCAD SHX Text To Hydrant
AutoCAD SHX Text %%UValve Box Detail
AutoCAD SHX Text Check Valve w/Drain Screen, See Notes
AutoCAD SHX Text Valve Box
Drain Valve Box (See Notes)
0'
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AutoCAD SHX Text 4'
AutoCAD SHX Text Scale in Feet
AutoCAD SHX Text 3'
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AutoCAD SHX Text 5'
AutoCAD SHX Text 6'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 0'
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
AutoCAD SHX Text
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DATE
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APPROVED
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MARK
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DESCRIPTION
AutoCAD SHX Text B
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DATE:
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OF
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APPROVED BY:
AutoCAD SHX Text A
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SHEET
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DRAWN BY:
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PROJECT NO:
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DESIGNED BY:
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DESIGN OFFICE:
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CHK'D BY:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/3/25
AutoCAD SHX Text
DSV
AutoCAD SHX Text others
AutoCAD SHX Text
LLCO952000
AutoCAD SHX Text
CO
AutoCAD SHX Text Upper Colorado District
AutoCAD SHX Text
TWO BRIDGES EXPANSION
AutoCAD SHX Text
PRESSURE TANK DETAILS
AutoCAD SHX Text Top View
AutoCAD SHX Text Front/Side
AutoCAD SHX Text View
AutoCAD SHX Text Description
AutoCAD SHX Text Tee
AutoCAD SHX Text Union
AutoCAD SHX Text Check Valve
AutoCAD SHX Text Elbow
AutoCAD SHX Text Pressure Tank
AutoCAD SHX Text Assembly
AutoCAD SHX Text See "Notes"
AutoCAD SHX Text Spigot/Hose Bib
AutoCAD SHX Text Ball Valve
AutoCAD SHX Text Plumbing Legend
AutoCAD SHX Text %%UNotes:
AutoCAD SHX Text
1. Pressure tank assembly includes a pressure switch, pressure gauge
AutoCAD SHX Text vacuum breaker, tank "T", pressure relief switch, and nipples as required
AutoCAD SHX Text for a complete and functional installation as recommended by the tank
AutoCAD SHX Text manufacturer or as specified.
AutoCAD SHX Text
2. Holes shall be cut into the walls to allow for pipe access into and out of
AutoCAD SHX Text building. Exterior pipes shall be insulated according to the specifications.
AutoCAD SHX Text
3. Water pipe shall be 1"%%C Schedule 40 PVC except where noted to be different
AutoCAD SHX Text by manufacturers recommendations. Piping shall be slp or npt or a combination
AutoCAD SHX Text of both as needed to for a complete and functional system.
AutoCAD SHX Text
4. Secure all piping to with "Unistrut" channel, "Unistrut" pipe clamps, blocking
AutoCAD SHX Text and/or framing as needed to keep the pipe secure and prevent movement.
AutoCAD SHX Text Blocking, channel, and clamps not shown in drawing for clarity.
AutoCAD SHX Text
5. Install water system components at the approximate locations as shown
AutoCAD SHX Text using the scales as reference. Install electrical system prior to water system
AutoCAD SHX Text
6. Install concrete blocks under pressure tank. Minimum block thickness
AutoCAD SHX Text shall be 4" and as needed for level waterline alignment between tanks.
AutoCAD SHX Text and well.
AutoCAD SHX Text Pressure
AutoCAD SHX Text 30/50
AutoCAD SHX Text Tank
AutoCAD SHX Text From
AutoCAD SHX Text Well
AutoCAD SHX Text To
AutoCAD SHX Text Spigot
AutoCAD SHX Text Concrete
AutoCAD SHX Text Blocks, Typ.
AutoCAD SHX Text See Notes
AutoCAD SHX Text %%UPlan View
AutoCAD SHX Text %%USection A-A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text Existing Building
AutoCAD SHX Text Sch. 40 PVC
AutoCAD SHX Text 1" Typ.
AutoCAD SHX Text See "Notes"
AutoCAD SHX Text Cut holes in
AutoCAD SHX Text Concrete
AutoCAD SHX Text Blocks, Typ.
AutoCAD SHX Text See Notes
AutoCAD SHX Text Sample Tap buildings walls
%%UTypical Parking Lot
AutoCAD SHX Text
SLOPE VARIES SEE PLANS
AutoCAD SHX Text
FILL SECTION 3H;1V
AutoCAD SHX Text
CUT SECTION 2H;1V
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
3H;1V (TYP)
AutoCAD SHX Text
PREPARED SUB-GRADE
AutoCAD SHX Text
6" COMPACTED AGGREGATE
AutoCAD SHX Text %%UTreated Timber Parking Delineator
AutoCAD SHX Text 6" x 6" Treated Timber
AutoCAD SHX Text #4 Rebar x 24"
AutoCAD SHX Text 6' o.c.
AutoCAD SHX Text 2'
AutoCAD SHX Text 40'
AutoCAD SHX Text Compacted
AutoCAD SHX Text Soils
AutoCAD SHX Text 6" Compacted
AutoCAD SHX Text Aggregate
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text B
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text A
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DESIGN OFFICE:
AutoCAD SHX Text
CHK'D BY:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/3/25
AutoCAD SHX Text
DSV
AutoCAD SHX Text others
AutoCAD SHX Text
LLCO952000
AutoCAD SHX Text
CO
AutoCAD SHX Text Upper Colorado District
AutoCAD SHX Text
TWO BRIDGES EXPANSION
AutoCAD SHX Text
MISC.
AutoCAD SHX Text Sewer
AutoCAD SHX Text Hydrant
AutoCAD SHX Text Elec.
AutoCAD SHX Text %%UNotes:
AutoCAD SHX Text
1. Existing non-potable well shall be abandoned and Existing non-potable well shall be abandoned and proposed potable well shall be installed according to specifications. 2. Install 1-1/2" waterlines unless installer Install 1-1/2" waterlines unless installer recommends or is noted to be different. 3. Hydrant Drawings are Typical. Drain concrete pads as Hydrant Drawings are Typical. Drain concrete pads as required for each installation. 4. Drain Basin edge depth shall be 1" deep and match Drain Basin edge depth shall be ±1" deep and matchshall match thickness of steel grate. Steel Grate shall sit flush with top of concrete. Slope concrete inward to drain as shown. 5. Fittings as shown are typical. Contractor to Fittings as shown are typical. Contractor to determine types and quantities of fitting required for installations.
AutoCAD SHX Text %%UHook-up Placement
AutoCAD SHX Text Timber Parking Delineator
AutoCAD SHX Text Valve Box
AutoCAD SHX Text Water Line
AutoCAD SHX Text Underground Power Line
Sewer Line
| 1.TB Title page V4 |
| Sheets and Views |
| Title page |
| 2.TB Existing Conditions V4 |
| Sheets and Views |
| Existing Conditions |
| 3.TB Proposed Conditions V4 |
| Sheets and Views |
| Proposed Conditions |
| 4.TB Earth work V4 |
| Sheets and Views |
| Earth Work |
| 5.TB Septic System V4 |
| Sheets and Views |
| Septic System |
| 6.TB Septic System Profile Views V4 |
| Sheets and Views |
| Septic System Profile Views |
| 7.TB Electrical System V4 |
| Sheets and Views |
| Electrical System |
| 8.TB Water System V4 |
| Sheets and Views |
| Water System |
| 9.TB Pressure Tank Details V3 |
| Sheets and Views |
| Pressure Tank Details |
| 10.TB Misc V4 |
| Sheets and Views |
| Misc |
File details come from the government source that posted it. Updated .