W911SA20Q2000_Attachment_3-_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Repair Sand Basin Filter at Wash Rack Federal contract opportunity
- Solicitation number
- W911SA20Q2000
About this file
This solicitation package includes drawings and specifications for the repair of a sand basin filter at a wash rack on Fort McCoy, Wisconsin. The work includes removing the existing filter distribution piping and sand, installing new distribution piping, replacing the top layer of sand, and modifications to the diversion structure. Drawings show the existing site conditions, demolition plans, proposed piping plans and sections, and modifications to the splitter structure. The related federal contract opportunity is solicitation number W911SA20Q2000 for the required repairs. The work must be completed within 120 days of notice to proceed. Quotes are due in November 2019 and award is expected within 30 days thereafter. The requirement is set aside for small businesses with a NAICS code of 237110 and size standard of $39.5 million. The agency is the Department of the Army Mission and Installation Contracting Command at Fort McCoy.
Attachment 3- Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W911SA20Q2000 Solicitation Amendment 0002.pdf | ||
| W911SA20Q20000002 Conformed Copy.pdf | ||
| W911SA20Q2000 Attachment 6 C44 Record Drawing.pdf | ||
| W911SA20Q2000 Solicitation Amendment 0001.docx | DOCX document | |
| W911SA20Q2000 Site Visit Sign In Sheet.pdf | ||
| W911SA20Q2000_Solicitation.pdf | ||
| W911SA20Q2000_Attachment_1-_AT_OPSEC.pdf | ||
| W911SA20Q2000_Attachment_2-_Specifications.pdf | ||
| W911SA20Q2000__Attachment_4-_Wage_Determination.docx | DOCX document | |
| W911SA20Q2000_Attachment_5-_SF_24.pdf |
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Fort McCoy, Wisconsin
REPAIR SAND FILTER
SHEET INDEX
Sheet #
Sheet Title
G0.1
TITLE SHEET
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P1.0
P1.2
P1.3
FILTER DISTRIBUTION PIPE REMOVAL PLAN
DIVERSION STRUCTURE MODIFICATIONS
OVERALL SITE PLAN (REFERENCE)
P1.1
EXISTING FILTER UNDERDRAIN PIPING (REFERENCE)
AT WASH RACK
PROPOSED FILTER DISTRIBUTION PIPING PLAN
NOTES
A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN
DRAWINGS ARE APPROXIMATE IN LOCATION AND
DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE
TO THE GOVERNMENT OR ON SURFACE FEATURES
INDICATING THEIR EXISTENCE. THERE MAY BE OTHER
UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT
SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS
NOT AN INDICATION OF A UTILITY -FREE PROJECT SITE.
B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF
CONSTRUCTION OPERATION AT LEAST THREE
WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR
FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL
UNDERGROUND UTILITY LOCATIONS HAVE BEEN
MARKED OR THE UTILITY COMPANY HAS SENT NOTICE
THAT THE AREA IS CLEAR.
C. SCALES SHOWN ONLY APPLY WHEN THESE
DRAWINGS ARE PRINTED ON 22"x34" PAPER. WRITTEN SCALES ARE DOUBLED WHEN PRINTED ON 11"x17"
PAPER. BAR SCALES SHOWN CORRECTLY REGARDLESS
OF PLOT SIZE.
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EXISTING SITE PLAN
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CONTRACTOR ACCESS AT EXISTING GATE AND MAINTENANCE DRIVEWAY
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PROVIDE INLET PROTECTION, TYP. OF HEADWALL AND INLET
CAUTION - BURIED CABLE IN THIS AREA, CONTRACTOR TO VERIFY LOCATION
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AutoCAD SHX Text REMOVE EXISTING 2" SCH 80 PVC DISTRIBUTION LATERAL (TYP.) REMOVE EXISTING 2x THICK 2x12 REDWOOD DIVIDER WALL w/ 2x4 STAKES @4'-0" O.C. EXISTING 10'x10' CONCRETE ACCESS RAMP - TYP. OF 4 EXISTING VALVE VAULT EXISTING 10" SAND FILTER INFLUENT PIPE REMOVE EXISTING 10" PVC PIPE TO DISTRIBUTION HEADER REMOVE EXISTING FILTER CELL DISTRIBUTION HEADER 10" REDUCING DOWN TO 6" REMOVE EXISTING 3' OF EXISTING SAND. HAUL AND DISPOSE OF FILTER SAND ON INSTALLATION AT GOVERNMENT APPROVED SITE. EXISTING HDPE LINER NOTE: DISPOSE OF EXCAVATED FILTER MATERIAL AT MONROE COUNTY LANDFILL PER SECTION 02220
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FILTER REMOVAL PLAN
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AutoCAD SHX Text EXISTING MH NO. 10. PRESSURE JET 6" FW @ INV EL 910.95. EXISTING MH NO. 11. PRESSURE JET 6" FW @ INV EL 910.95. EXISTING MH NO. 12. PRESSURE JET 6" FW @ INV EL 910.95, 12" E @ INV EL910.57, 12" W @ INV EL 910.52 & 18" N @ INV EL 910.27. EXISTING EXPOSED HDPE SAND FILTER LINER EXISTING PERFORATED 6" PVC UNDERDRAIN - TYP. OF 8 PRESSURE JET FROM EXISTING 4" PVC CLEANOUT - TYP. OF EACH DRAIN LATERAL NOTE: CONTRACTOR TO JET AND TELEVISE UNDERDRAIN PIPING.CONTRACTOR TO JET AND TELEVISE UNDERDRAIN PIPING.
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| G0.1 TITLE SHEET |
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