Detail_Sheet.pdf
PDF 62 KB Posted
- Attached to
- Repair Rinse Rack Nozzles at Airfield
- Solicitation number
- FA6648-14-R-0001
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Text version
1'-8"
3'-1" 10'
EXISTING TRENCH
4" HDPE
EXISTING GRADE
NEW
CONCRETE
BOX
4" ASPHALT
1'-1"
FLOWABLE FILL
(APPROX. 1.3 CY)
FLOWABLE FILL (DEPTH VARIES +/- 20")
4" ASPHALT
EXISTING COMPACTED BASE
12" 12"
4"
HDPE
SECTION VIEW
TRENCH REPAIR (ASPHALT)
Notes
1. Flowable fill shall comply with FDOT Section 121 for excavatable flowable fill.
2. Apply prime and tack coat IAW Section 32 12 10 Bituminous Tack and Prime Coats.
3. Asphalt shall comply with UFGS Section 32 12 15 Hot Mix Asphalt for Airfields
4. Existing asphalt shall be saw cut to create a clean straight edge.
5. Backfill around new concrete box shall be compacted at 6" lifts.
KYJM13-9052 Repair Rinse Rack Nozzles at Airfield
Detail Sheet
File details come from the government source that posted it. Updated .