vulcan worklist 12.pdf

WORK SUMMARY SHEET TOTAL SHEETS

ROAD 2113200R (cont) ROAD 2113250R (cont)

STA MP WORK ITEMS STA WORK ITEMS

2.05 Begin constructing 12' roadbed 7+04 Construct DD

Repair fill failure by keying approximately 70 CY of class 4 rip rap 7+60 Jct 2113251 Right and building up roadway with approximately 8+70 Construct DD 8 CY of borrow from designated borrow source 10+60 Construct DD

2.06 End constructing 12' roadbed-Blend to existing 12+10 Begin constructing ditch right

2.08 End placing 6" of aggregate Construct DD-Intercept ditch right

2.19 Construct OSD 13+10 End constructing ditch right

2.40 Begin establishing clearing limits 14+80 Construct DD

Begin clearing and grubbing 16+70 Begin placing 6" of aggregate Begin constructing 12' roadbed Construct OSD Begin placing 6" of aggregate 20+35 Construct DD Construct DD 25+25 Jct 2113253R Left

2.42 End placing 6" of aggregate Begin constructing ditch left

2.52 Remove and dispose of existing culvert 26+00 End constructing ditch left

Install 18" X 26' cmp End placing 6" of aggregate

2.60 Construct DD End establishing clearing limits

0+00 2.74 Equation station MP 2.74 Back = STA 0+00 Ahead End clearing and grubbing 1+65 2.77 Construct OSD End blading and shaping 12' roadbed 6+00 2.85 Construct DD EOP 8+50 2.90 Begin placing 6" of aggregate 8+66 2.91 Construct OSD

11+40 2.96 End placing 6" of aggregate ROAD 2113253R 15+00 3.02 Construct DD STA WORK ITEMS 19+10 3.10 Construct DD 0+00 Jct 2113250R 21+00 3.14 Construct TOR and TAL Begin blading and shaping 12' roadbed 21+79 3.15 End establishing clearing limits Begin placing 6'' of aggregate

End clearing and grubbing Begin constructing ditch right End constructing 12' roadbed Blend with ditch at junction of 2113250R EOP 0+20 Install 24'' X 32' CMP

Haul and place 54 CY of unclassified borrow to achieve 12'' of cover over CMP-Blend cover ahead and back

ROAD 2113250R Haul borrow from designated borrow source STA WORK ITEMS Place Class 2 riprap on inlet fill slope 10' each side of 0+00 Jct 2113200R cmp to armor fill slope

Do not disturb roadway template from 0+00 to 4+00 1+55 End placing 6'' of aggregate Protect Existing Snotel Site End constructing ditch right

4+00 Begin establishing clearing limits 1+70 End blading and shaping 12' roadbed Begin clearing and grubbing EOP Begin constructing 12' roadbed Install type 2 gate, 16' as staked by CO

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