REVISED_Detail_Sheet.pdf
PDF 127 KB Posted
- Attached to
- Repair Rinse Rack Nozzles at Airfield
- Solicitation number
- FA6648-14-R-0001
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Revised Detail Sheet
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Text version
16"
3'-1" 10'
EXISTING TRENCH
4" HDPE
EXISTING GRADE
NEW
CONCRETE
BOX
4" ASPHALT
1'-1"
FLOWABLE FILL
(APPROX. 1.3 CY)
CORE EXISTING CONCRETE
TRENCH BOX AND
CONNECT 4" DRAIN LINE.
EMBED
"Ø GALVANIZED STEEL BOLTS
TO CONNECT WATER MONITOR. SEE
CONNECTION PLATE DETAIL FOR BOLT
PATTERN
FLOWABLE FILL (DEPTH VARIES +/- 20")
4" ASPHALT
EXISTING COMPACTED BASE
12" 12"
4"
HDPE
8"
8"6
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.
6. All dimensions are approximate. Contractor shall field verify dimensions.
KYJM13-9052 Repair Rinse Rack Nozzles at Airfield
Detail Sheet
CONNECTION PLATE DETAIL
File details come from the government source that posted it. Updated .