Water Catchment Notes_0001.pdf
PDF 75 KB Posted
- Attached to
- CHUPADERA MESA WATER AND FENCE 2021
- Solicitation number
- 140L0621Q0026
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Other files
| File | Type | Posted |
|---|---|---|
| Pipe Fence Gate Details_0001.pdf | ||
| Water Catchment Side_0001.pdf | ||
| Water Catchment Support Spacing_0001.pdf | ||
| Water Catchment Gussets_0001.pdf | ||
| Material List_0001.xlsx | XLSX spreadsheet | |
| Water Catchment Gussets and Corner_0001.pdf | ||
| Water Catchment End_0001.pdf | ||
| Sol_140L0621Q0026_Amd_0001.pdf | ||
| Water Catchment Gussetting_0001.pdf | ||
| Pipe Fence Arroyo Crossing_0001.pdf | ||
| Water Catchment Corner Details_0001.pdf | ||
| Pipe Fence Corner_0001.pdf | ||
| Water Catchment Top_0001.pdf | ||
| Sol_140L0621Q0026.pdf | ||
| Attch 1 SOW Chupadera Mesa WW.doc | DOC document | |
| Attch 3 Wage Determination.pdf | ||
| Attch 4 Pricing Worksheet.docx | DOCX document | |
| Attch 2 Map.pdf |
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Text version
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SCALE:
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SHEET: 1 OF 1
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REVIEWED JAF
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APPROVED
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DRAWN BY: HFB
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DATE: 3-11-19
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DESIGNED CM
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ALWAYS THINK
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SAFETY
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STANDARD DETAIL DRAWING NO.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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WATER CATCHMENT DRAWING CONSTRUCTION NOTES
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REV. NO.
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DESCRIPTION
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DATE
AutoCAD SHX Text \\ILMNMAB3DS1\abLoc$\Individual Employee Folders\EMPLOYEES\hbuckner\SOCORRO SUPPORT\SFO Wildlife Water Catchment 2019
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NONE
AutoCAD SHX Text NOTES 1. The structure is composed of two seperate frames. The structure is composed of two seperate frames. The outer members of each frame shall be constructed of 4 ea 6" receiver channel purlins. All receiver channel purlin-to-pipe and receiver channel purlin-to-pipe and purlin-to-purlin vertical and lateral connections must have a gusset installed. 2. Straps connecting purlins to pipe support frame Straps connecting purlins to pipe support frame are 2-1/2" x ". 14". 3. Pipe to pipe gussets are to be min. 6"x ". Pipe to pipe gussets are to be min. 6"x ". 14". 4. Vertical-pipe-to-purlin gussets are to be min. Vertical-pipe-to-purlin gussets are to be min. 6" x ". Lateral-pipe-to-purlin gussets are to be 14". Lateral-pipe-to-purlin gussets are to be min. 6" x ". All gussets welded to pipe shall be 14". All gussets welded to pipe shall be All gussets welded to pipe shall be saddle-cut for proper welded connection. 5. Pipe-to-pipe connections: vertical pipe shall be Pipe-to-pipe connections: vertical pipe shall be saddle-cut for proper welded connection. 6. Gap between frames should be no less than 6.5" Gap between frames should be no less than 6.5" to accommodate 6" gutter (to reservoir). 7. Frame is level front-to-back. Gutter is sloped Frame is level front-to-back. Gutter is sloped vs sloping frame. Slope gutter 3" toward reservoir. 8. Vertical distance from bottom of gutter fitting to Vertical distance from bottom of gutter fitting to reservoir inlet shall be no less than 24" to accomodate plumbing. Horizontal distance from the catchment frame to the reservoir shall be no less than 3'. 9. Welds shall be continuous along all mating Welds shall be continuous along all mating surfaces, no tack welds. 10. Where c-purlins tie into receiver channel purlins Where c-purlins tie into receiver channel purlins along outer edges of frame, see note 9. 11. There shall be no overhang of tin roofing past There shall be no overhang of tin roofing past edge purlin. Fold sheetmetal over purlin edge. 12. All open pipes shall be capped @ ends. All open pipes shall be capped @ ends. 13. Sheetmetal gutter to be fabricated by others Sheetmetal gutter to be fabricated by others & installed by contractor. 14. Heigth of catchment varies from site to site, Heigth of catchment varies from site to site, due to changes in terrain, etc. Install per due to changes in terrain, etc. Install per Government Instructions.
| Sheets and Views |
| WATER CATCHMENT 3-8-2019-CATCHMENT NOTES |
File details come from the government source that posted it. Updated .