ASPHALT PAVING ON 12″ GRANULAR ‘A’ COMPACTED TO 100% PROCTOR DENSITY ON FILTER FABRIC GRANULAR ‘B’ COMPACTED TO 100% PROCTOR DENSITY IN 12″ LIFTS 180 4-6 EXCAVATION SECTION nts 10′-0″ 1-0″ 1-0″ 8′-0″ 2-25M (TYP. BOTH SIDES

2 / 2 100% + Perform a take off on the following items: 3000.01 SC CVL sawcut asphalt 2010.00 c 10 CVL box culvert bulk excavation 3101.00 CVL form for ( slab, walls and roof) 3301.00 CVL 35 mpa conc. for ( slab, walls and roof) 3162.00 key CVL keyway 3162.00 Ws CVL waterstop 3201.00 10m CVL 10M rebar 3201.00 15m CVL 15M rebar 3201.00 20m CVL 20M rebar 3201.00 25m CVL 25M rebar 3380.01 cf CVL concrete finish ( slab and roof only) 3166.00 st CVL wall snapties (for walls ) 3159.00 SO CVL strip and oil form (wall and roof forms only) 2225.00 gfa CVL granular A 2225.00 gfb CVL granular B 2145.00 ff CVL filter fabric 2511.00 HL3 CVL HL3 asphalt . • snapties are spaced @ 24″ o/c, EM for walls only concrete finishing is for inside of slab and top of roof wall forms are for the entire length of the tunnel at the ends they would put a sloped end cap that would hold the concrete in place strip and oil forms is for the walls and the underside of the roof . O 3″ ASPHALT PAVING ON 12″ GRANULAR ‘A’ COMPACTED TO 100% PROCTOR DENSITY ON FILTER FABRIC GRANULAR ‘B’ COMPACTED TO 100% PROCTOR DENSITY IN 12″ LIFTS 180 4-6 EXCAVATION SECTION nts 10′-0″ 1-0″ 1-0″ 8′-0″ 2-25M (TYP. BOTH SIDES) 1-82 1-10,10 1′-0″ 20M @ 4″O/C 25M @ 12″ 0/C 20M @12″ 0/C 12′-0″ 10-0″ 15M @ 6″ 0/C TYPICAL BOTH SIDES 20M @ 12″0/C TYPICAL BOTH SIDES 15M @12″ O/C 1-0″ KEYWAY W/ WATERSTOP TYPICAL 11-10-2 2-25M (TYP. BOTH SIDES) 10M @ 8″O/C 15M @12″ O/C TUNNEL SECTION nts 10.0 100 ST CLAIR EXPRESSWAY 250.0 230-0 8724 Dil Dil Dull, SITE PLANS 100 BOX CULVERT SITE PLAN 2021

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