Conceptual Drawing.pdf
PDF 994 KB Posted
- Attached to
- AGE Parking Pad - Dyess AFB, TX
- Solicitation number
- FA466125R0009
About this file
This document is a set of architectural and engineering site plans for an Aerospace Ground Equipment (AGE) Parking Pad project at Dyess Air Force Base in Texas. The technical drawings include an overall site plan, demolition plan, drainage plan, and joint layout and elevation plans, which detail the proposed construction of a new portland cement concrete (PCC) parking area with associated storm water drainage systems.
The project is a 100% HUBZone set-aside solicitation (FA466125R0009) with an estimated value between $1,000,000 and $5,000,000. The solicitation is due on 18 August 2025 at 2:30 PM, though the government notes that funds are not currently available and reserves the right to cancel the solicitation. The technical drawings show detailed plans for site preparation, including existing utility markings, pavement demolition, drainage considerations, and precise measurements for parking space layout and elevation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Corrected QA AGE PAD.pdf | ||
| Solicitation Amendment 0003.pdf | ||
| Solicitation Amendment 0002.pdf | ||
| FNWZ 25-0106 Add-Alter AGE Parking Pad - Contractor Questions-(8-6-25).pdf | ||
| Solicitation - FA466125R00090002.pdf | ||
| FNWZ 25-0106 Add-Alter AGE Parking Pad - Contractor Questions-(8-5-25).pdf | ||
| Solicitation Amendment 0001.pdf | ||
| Solicitation - FA466125R00090001.pdf | ||
| Pricing Schedule 3.xlsx | XLSX spreadsheet | |
| Wage Determinations.pdf | ||
| Statement of Work.pdf | ||
| Vehicle List and Weights.pdf | ||
| Solicitation - FA466125R0009.pdf | ||
| Pricing Schedule 1.pdf | ||
| Pricing Schedule 2.xlsx | XLSX spreadsheet | |
| QA Sheet.xlsx | XLSX spreadsheet | |
| Existing Conditions Drawing.pdf | ||
| AGE Pad Parking Specs.pdf |
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AutoCAD SHX Text SHEET KEYNOTES: 1. SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT 2. DEMOLISH EXISTING STORM DRAINAGE STRUCTURES - TWO SURFACE INLETS AND BASINS (WxLxD - 4'-4"x4'-4"x6'-0") TWO SURFACE INLETS AND BASINS (WxLxD - 4'-4"x4'-4"x6'-0") - APPROX. 155 FOOT OF 24" REINFORCED CONCRETE PIPE APPROX. 155 FOOT OF 24" REINFORCED CONCRETE PIPE - TO NEAREST JOINT OF 36" REINFORCED CONCRETE PIPE TO ALLOW FOR TIE IN TO NEAREST JOINT OF 36" REINFORCED CONCRETE PIPE TO ALLOW FOR TIE IN OF NEW STORM WATER SYSTEM 3. PROTECT ELECTRICAL UTILITY LINE AND OTHER ELECTRICAL UTILITY STRUCTURES TO REMAIN DURING CONSTRUCTION. 4. PROTECT WATER UTILITY LINES AND OTHER WATER UTILITY STRUCTURES TO REMAIN DURING CONSTRUCTION. 5. LIMITS OF CLEARING. COMPLETELY REMOVE, GRUB, HAUL OFF SHRUBS AND PLANTING THROUGHOUT THE AREA.
AutoCAD SHX Text SHEET NOTES: 1. REFER TO SPECIFICATION 02 41 00: DEMOLITION SPECIFICATIONS REFER TO SPECIFICATION 02 41 00: DEMOLITION SPECIFICATIONS 2. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY 3. RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR TO REQUIREMENTS OF NEW WORK, AS APPLICABLE 4. "TO REMAIN" MEANS ITEM SHALL REMAIN IN PLACE AND BE PROTECTED "TO REMAIN" MEANS ITEM SHALL REMAIN IN PLACE AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION 5. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES AND LANDSCAPING CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES AND LANDSCAPING NOT PART OF DEMOLITION ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK MUST BE RESTORED TO ITS ORIGINAL CONDITION, OR REPLACED WITH NEW, AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS WHICH WILL REMAIN 6. DISPOSAL OF ALL REMOVED MATERIALS SHALL BE OUTSIDE THE LIMITS DISPOSAL OF ALL REMOVED MATERIALS SHALL BE OUTSIDE THE LIMITS OF GOVERNMENT-CONTROLLED LANDS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS 7. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE DEMOLITION THE CONTRACTOR SHALL SCHEDULE AND COORDINATE DEMOLITION OF EXISTING UTILITIES WITH CONTRACTING OFFICER AND BASE REPRESENTATIVE OF UTILITY OPERATIONS. AT NO TIME SHALL ANY ACTIVE UTILITIES BE SHUTDOWN WITHOUT 7 CES COORDINATION TO ENSURE ACTIVE MILIATARY OPERATIONS DO NOT AFFECT MISSION STATUS. 8. CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION BRING ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF COR PRIOR TO STARTING CONSTRUCTION 9. CONTRACTOR TO HAND DIG OR SOFT DIG WITHIN 5 FEET OF KNOWN CONTRACTOR TO HAND DIG OR SOFT DIG WITHIN 5 FEET OF KNOWN UTILITIES.
AutoCAD SHX Text LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE APRON (25'X25' CONCRETE SLABS) EXISTING UNDERGROUND ELECTRICAL UTILITY EXISTING 24" REINFORCED CONCRETE STORM DRAINAGE PIPE WATER LINE LIMITS OF DISTURBANCE
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AutoCAD SHX Text LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE APRON (25'X25' CONCRETE SLABS) EXISTING UNDERGROUND ELECTRICAL UTILITY EXISTING 24" REINFORCED CONCRETE STORM DRAINAGE PIPE WATER LINE LIMITS OF DISTURBANCE
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AutoCAD SHX Text LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE APRON (25'X25' CONCRETE SLABS) EXISTING UNDERGROUND ELECTRICAL UTILITY EXISTING 24" REINFORCED CONCRETE STORM DRAINAGE PIPE WATER LINE LIMITS OF DISTURBANCE
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AutoCAD SHX Text LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE APRON (25'X25' CONCRETE SLABS) EXISTING UNDERGROUND ELECTRICAL UTILITY EXISTING 24" REINFORCED CONCRETE STORM DRAINAGE PIPE WATER LINE LIMITS OF DISTURBANCE
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| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C2.pdf |
| Sheets and Views |
| LAYOUT-C2 |
| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C3.pdf |
| Sheets and Views |
| DEMO-C3 |
| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C4.pdf |
| Sheets and Views |
| DRAINAGE-C4 |
| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C5.pdf |
| Sheets and Views |
| JOINTS-C5 |
| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C6.pdf |
| Sheets and Views |
| JOINTS-C6 |
| FNWZ 25-0106 Add-Alter AGE Equipment Pad_C7.pdf |
| Sheets and Views |
| JOINTS-C7 |
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