Existing Conditions Drawing.pdf
PDF 478 KB Posted
- Attached to
- AGE Parking Pad - Dyess AFB, TX
- Solicitation number
- FA466125R0009
About this file
The document is an Existing Conditions drawing for the AGE Parking Pad project at Dyess Air Force Base in Texas. The technical drawing depicts a detailed site plan showing underground utility locations, elevation contours, and pavement areas, with specific notations about utility verification, excavation requirements, and infrastructure details. The drawing includes legends for existing conditions such as underground electrical, water, and storm drainage utilities, with grid coordinates and elevation markers ranging from 1768.5 to 1772. The drawing is part of a HUBZone set-aside solicitation (FA466125R0009) for constructing a new portland cement concrete parking area and associated storm water drainage systems, with a project value between $1,000,000 and $5,000,000, and a response deadline of 18 August 2025 at 2:30 PM.
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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 | ||
| Conceptual Drawing.pdf | ||
| AGE Pad Parking Specs.pdf | ||
| Solicitation - FA466125R0009.pdf | ||
| Pricing Schedule 1.pdf | ||
| Pricing Schedule 2.xlsx | XLSX spreadsheet | |
| QA Sheet.xlsx | XLSX spreadsheet |
Show all 18
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Text version
1769.5
8.5
1768.5
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D
NAMMOCEKIRTS
A
IR
FORC E GLOBAL
N
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DYESS
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TEXAS
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PROJECT TITLE
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OF
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REVISION
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DESIGN FIRM
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SIGNATURE
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OFFICE
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APPROVED
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COORDINATION
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BY/DATE
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FNWZ 25-0106
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ADD/ALTER
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AGE PARKING
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MATSCHEK
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MATSCHEK
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MATSCHEK
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JUNE 2025
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EXISTING CONDITIONS
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SCALE: 1" =30'-0"
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EXISTING CONDITIONS
AutoCAD SHX Text SHEET NOTES: : 1. REFER TO SHEET G1 FOR GENERAL NOTES AND LEGEND. REFER TO SHEET G1 FOR GENERAL NOTES AND LEGEND. 2. ALL ELEVATIONS SHALL BE FIELD VERIFIED PRIOR ALL ELEVATIONS SHALL BE FIELD VERIFIED PRIOR EXCAVATION, GRADING, ETC. 3. ELEVATIONS WERE TRANSFERRED FROM EXISTING ELEVATIONS WERE TRANSFERRED FROM EXISTING MAPPING. ELEVATIONS SHOWN MAY DIFFER FROM ACTUAL EXISTING CONDITIONS. 4. STORM DRAINAGE PROFILES SHALL BE FIELD VERIFIED STORM DRAINAGE PROFILES SHALL BE FIELD VERIFIED PRIOR TO DEMOLITION AND INSTALLATION. 5. ELEVATIONS/PROFILES FOR STORM DRAINAGE ELEVATIONS/PROFILES FOR STORM DRAINAGE STRUCTURES SHALL ENSURE PROPER WATER DRAINAGE DURING AND AFTER CONSTRUCTION.
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 CONTOUR INTERVALS ARE 6 INCHES / ELEVATIONS ARE FEET / ELEVATION OF DRAINAGE INTAKE IS 1768'
AutoCAD SHX Text KEYNOTES : : 1. STORM LINE (36" CONC. REIN.) STORM LINE (36" CONC. REIN.) 2. STORM LINE (24" CONC. REIN) STORM LINE (24" CONC. REIN) 3. STORM WATER INLET (18" R.C.P. STORM WATER INLET (18" R.C.P. PLUGGED STUB OUT ON EAST SIDE) 4. UNDERGROUND ELECTRICAL UNDERGROUND ELECTRICAL 5. WATER LINE (8" PVC) WATER LINE (8" PVC) 6. FIRE HYDRANT FIRE HYDRANT 7. LIGHT POLE LIGHT POLE 8. ELECTRICAL MANHOLE ELECTRICAL MANHOLE 9. ELECTRICAL TRANSFORMER ELECTRICAL TRANSFORMER 10. ASPHALT PAVEMENT ASPHALT PAVEMENT 11. CONCRETE PAVEMENT CONCRETE PAVEMENT 12. WATER VALVEWATER VALVE
AutoCAD SHX Text UNDERGROUND UTILITY NOTE: : 1. THE LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. 2. ALL UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED AND MARKED ALL UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED AND MARKED PRIOR TO EXCAVATION, BORING, PROBING OR DRILLING. 3. THE LOCATION OF UNDERGROUND UTILITIES IS BASED ON SURFACE THE LOCATION OF UNDERGROUND UTILITIES IS BASED ON SURFACE EVIDENCE AND/OR SURFACE STRUCTURES IN COMBINATION WITH INFORMATION PROVIDED TO THE SURVEYOR SUCH AS DESIGN AND/OR AS-BUILT DRAWINGS. 4. LOCATIONS OF UNDERGROUND UTILITIES THAT COULD NOT BE FIELD LOCATIONS OF UNDERGROUND UTILITIES THAT COULD NOT BE FIELD LOCATED WERE TRANSFERRED FROM EXISTING MAPPING. OTHER UTILITIES MAY EXIST IN THE PROJECT AREA. 5. NO EXCAVATION, PROBING NOR OTHER FORMS OF SUBSURFACE EXPLORATION NO EXCAVATION, PROBING NOR OTHER FORMS OF SUBSURFACE EXPLORATION WAS PERFORMED TO LOCATE OR VERIFY UNDERGROUND UTILITIES OR STRUCTURES. 6. THE ACTUAL LOCATIONS OF UNDERGROUND UTILITIES AND/OR STRUCTURES THE ACTUAL LOCATIONS OF UNDERGROUND UTILITIES AND/OR STRUCTURES MAY VARY FROM THE LOCATIONS SHOWN HERON. 7. ADDITIONAL UNDERGROUND UTILITIES AND/OR STRUCTURES MAY BE ADDITIONAL UNDERGROUND UTILITIES AND/OR STRUCTURES MAY BE PRESENT: i.e. SOME UTILITIES AND/OR STRUCTURES MAY BE MISSING FROM THIS (THESE) DRAWINGS
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| Sheets and Views |
| EXISTING-C1 |
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