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Station Comments Actions Approximate

Excavation Volume in Cubic Yards

Area Disturbed in

Square Feet

0+00 Drivable water bar

0+30 Road blocked with debris Build road barricade 40 600

1+90 Top of vertical curve

3+30 Begin side cast failure area, toe on - 80% ground Begin side cast pull back

1100 8800

5+50 End End side cast pull back

5+90 Drivable water

6+90 Enter DNR

7+30 TYPED WATER Small drainage across road, no scour, begin side cast failure area

Install water bar, begin side cast pull bar 10 400 seed. & mulch

800 7600 seed. & mulch

8+50 End side cast pull back

9+20 TYPED WATER 5 stream, No CMP, 4’ centerline Rock fill Remove fill and reestablish 5’ stream bed 175 1200 seed. & mulch

10+50 TYPED WATER 5 stream, No CMP, 4’ centerline Rock fill Remove fill and reestablish 3’ stream bed 115 1200 seed. & mulch

11+20 TYPED WATER, 18+30’ CMP in poor condition, in 3 ’ fill Remove CMP and reestablish 2’ stream bed 60 700 seed. & mulch

12+30 TYPED WATER, Water off cut slope, No CMP Install water bar 10 400 seed. & mulch

13+30 Install water bar 10 400 seed. & mulch

14+30 Install water bar 10 400 seed. & mulch

15+30 TYPED WATER, Water off cut slope Install water bar 10 400 seed. & mulch

16+80 Side cast failing, toe on 50% ground Begin side cast pull back

230 4000

17+80 End side cast failure End side cast pull back

19+50 Landing, nose of ridge

20+50 Install water bar 10 400

21+12 Enter USFS, side cast failing on -40% NO WORK BEYOND THIS POINT

Station Comments Action Approximate Excavation

Volume in Cubic Yards

Area Disturbed in Square Ft.

0+00

1+00 Beginning of side cast failing area - 8% AH Begin side cast pull back

1600 12000

4+00 End side cast failing End side cast pull back

5+50 Big landing. OK

10+00 Big landing bottom of vertical curve +2% AH

12+00 Nose of ridge -4% AH

16+00 Swale -7% AH Install water bar 10 400

18+00 Typical road bed

18+50 Landing

19+50 Grade change -12% AH

24+70 Slump on road, 1’ stream coming off of cut back. Road is naturally outsloped

27+00 Landing

28+60 100’ spur and big landing to the right. Bottom of vertical curve +14 AH

33+10 Install water bar & 3’ berm

NO WORK BEYOND THIS POINT

30 600 reveg. & mulch

33+60 15’ slump on road, 4’ stream across road, some going to Sta.33+10

35+50 Rock cut side cast failing, but on to talus below. No harm.

36+90 End side cast failure area

39+80 Side cast failing over talus. No harm.

40+80 Landing

42+00 End of road

Station Comments Action Approx.

Excavation Volume in CY

Area Disturbed

Sq. Ft.

0+00 Jct. MF-200 + MF-225 Block with road barricade 20 400

1+30 Existing drive able water bar

2+50 24x34 CMP cross drain in fair condition,3’ fill, dry <6% both ways Remove CMP 10 400

3+20 Begin side cast pull back

3+80 Water from ditch out off of MF-225 switchback directly above, side cast already failed.

Install water bar 10 400 seed & mulch

1500 10,000 seed & mulch

5+70 Side pull back volume change

700 2800 seed & mulch

6+40 End side cast failure End side cast pull back

6+45 Existing drive able water bar

7+00 12’ wide stream, bottom of vertical curve. Low rock fill, no erosion potential. None

8+60 Existing drive able water bar

9+80 Nose begin climbing +18%

12+00 Enter DNR

12+20 TYPED WATER, 18x40 CMP, 7’ fill at centerline Remove CMP, reestablish 3’ streambed 180 1600 seed & mulch

13+20 TYPED WATER, 24x40 CMP, 7’ fill at centerline Remove CMP, reestablish 3’ streambed 180 1600 seed & mulch

14+00 Install water bar 10 400 seed & mulch

14+70 TYPED WATER, 24x30 CMP, 3’ fill at centerline Remove CMP, reestablish 5’ streambed 50 900 seed & mulch

15+50 Install water bar 10 400 seed & mulch

16+40 Existing drive able water bar Install water bar 10 400

17+30 Install water bar 10 400

Station Comments Action Excavated

Yards

Area Disturbed

Sq. Ft.

18+00 TYPED WATER, Swale, water going down ditch to 16+40 Install water bar 10 400

18+80 TYPED WATER, 18x30 CMP, 3’ fill at centerline Remove CMP, reestablish 3’streambed 60 1100 seed & mulch

19+30 Natural swale Install water bar 10 400 seed & mulch

19+80 TYPED WATER, 24”x36’ CMP, 5’fill at centerline Remove CMP, reestablish 3’ streambed 130 1900 seed & mulch

20+45 Enter USFS Install water bar 10 400 seed & mulch

21+10 Existing drive able water bar

21+95 Natural swale Install water bar 10 400

22+40 Existing drive able water bar

22+90 Natural swale Install water bar 10 400

24+00 Natural swale Install water bar 10 400

28+00 Existing drive able water bar

31+90 Existing drive able water bar

35+30 Existing drive able water bar

37+60 JCT with MF 200-110

39+40 Install water bar 10 400

43+40 Grade change from <8% to >12% Install water bar 10 400

44+60 Side cast failing, no water toe on 40% ground, bench below None

48+60 End side cast failure.

50+10 Grade change >12% to <5%

51+10 Begin side cast failure. Stream below Begin side cast pull back

2400 14,000 seed & mulch

54+60 End side cast failure. Begin rock cut full bench area End side cast pull back

Area Disturbed

Sq. Ft.

55+90 Begin side cast failure area, stream below Begin side cast pull back

500 7600 seed & mulch

57+80 End side cast failure area. End side cast pull back

58+60 5’ stream crossing on rock fill, bottom of vertical curve, no CMP, 40% side slope Reestablish 5’ streambed,3’deep inlet and 9’ deep outlet 200 2000 seed & mulch

59+00 Begin side cast failure area above creek Begin side cast pull back

900 6400 seed & mulch

60+60 End side cast failure area. End side cast pull back

61+60 Nose of ridge grade <5%

62+60 Side cast failing Begin side cast pull back

64+90 24x30 CMP, in poor condition,1/3 plugged type 5 perched outlet, scour downstream, bedrock up stream

Remove CMP, reestablish 2’stream bed. Lower stream bed elevation at down stream end to 4 ft below CMP outlet

60 600 seed & mulch

65+60 Water off of cut slope Install water bar 10 400 seed & mulch

66+80 24x30 CMP, in poor condition, perched outlet 3’, no scour, inlet buried. Type 5 stream.

Remove CMP. Reestablish 2’stream bed. Lower stream bed elevation 3 ft below CMP outlet

50 600 seed & mulch

67+20 Water off of cut slope Install water bar with 3’ bottom 20 400 seed & mulch

67+40 Berm

67+60 5’ stream, rock fill. No CMP, 5% grade Reestablish 5’ stream bed 5’ deep 330 1200 seed & mulch

1000 29200 seed & mulch

70+70 End side cast failure area. End side cast pull back

71+60 Nose of ridge, big landing

74+10 Side cast failing Begin side cast pull back

Area Disturbed

Sq. Ft.

320 6400 seed & mulch

75+70 End failure area. End side cast pull back

76+60 Begin side cast failure area. Begin side cast pull back

220 5200 seed & mulch

77+90 End side cast failure. End side cast pull back

78+90 Rock fill, no CMP, 6’ stream across rock, 5 % road grade Reestablish 10’ wide x3’ deep stream channel berm at

78+60

100 2400 seed & mulch

79+60 Side cast failure. Begin side cast pull back

480 9600 seed & mulch

82+00 Talus above & below End side cast pull back

85+80 18x30 CMP, in poor condition, dry crossdrain Remove CMP 10 400 seed & mulch

87+00 Side cast failing on >70% ground Begin side cast pull back

Water below 640 15200 seed & mulch

90+80 End side cast failure. End side cast pull back

91+30 Nose of ridge, landing

94+00 Existing drive able water bar +14% grade

96+00 Nose of ridge, big landing

98+70 Existing drive able water bar. Begin side cast failure. Begin side cast pull back

950 22800

102+40 Existing non-drive able water bar. Side cast has been removed beyond. End side cast pull back

NO WORK BEYOND THIS POINT

Area Disturbed

Sq. Ft.

0+00 Jct. station 37 + 60 of MF-200 None

2+00 Install water bar 10 400

4+00 Install water bar 10 400

6+00 Install water bar 10 400

8+00 Constant 12% grade from 0+00 to here. No CMP or water bars. Some pirating. +5% ahead

Install water bar 10 400

10+00 Install water bar 10 400

12+00 Install water bar 10 400

14+00 Install water bar 10 400

15+50 Nose of ridge, grade less then 5% both ways. No CMP’s, water bars or drainage.

16+75 Drainage across road 50% side slopes, no CMP’s, water dip in road. None

17+95 Enter DNR

18+30 TYPED WATER, Water out of ravine 30% side slopes. Reestablish 2 ft streambed, 4 ft deep at road centerline

60 1000 seed & mulch

20+00 TYPED WATER, Natural draw. No water, nose of ridge, at top of vertical curve Install water bar 10 400

20+90 Nose of ridge, at top of vertical curve

22+00 Install water bar 10 400 seed. & mulch

23+00 TYPED WATER, Water off of cut slope Install new 2 ft. wide Stream bed 2’ below roadway

30 600 seed. & mulch

23+70 TYPED WATER, Water off of cut slope Install new 3 ft. streambed , 3’below roadway 40 1000 seed & mulch

25+30 Build 3’ high berm 25 600 seed & mulch

25+50 TYPED WATER, 5’ stream crosses road in 2’ deep channel < 30% side slopes Reestablish 5’streambed, 4’below roadway at centerline

70 1200 seed & mulch

26+80 TYPED WATER, Water off of cut slope, 40% side slopes. Reestabish 3’wide streambed, 3’ deep average 40 1000 seed & mulch

Area Disturbed

Sq. Ft.

27+30 Install water bar 10 400 seed & mulch

28+30 Install water bar 10 400

29+40 Install water bar 10 400

29+56 Enter USFS

30+90 Nose of ridge

32+70 Install water bar 10 400

35+30 Side cast failing Begin side cast pull back

180 2700 seed & mulch

36+40 End of road End of side cast pull back

Station Comments Action Excavation Volume in

Cubic Yards

Area Disturbed in

Square Ft.

0+00 Non drive able water bar

1+40 Swale, 4’ fill Establish 3’ stream bed 50 900 reveg& mulch

2+25 24”x32’ CMP in poor condition, 8’ fill Remove CMP & Re establish 4’ stream bed 190 2200 reveg& mulch

3+00 Spur to the right

5+30 18”x30’ CMP in poor condition, 5’ fill Remove CMP & Re establish 3’ stream bed 90 1600 reveg& mulch

8+10 Top of vertical curve, seep 20’ to right Install water bar 10 400 reveg& mulch

9+90 Swale Install water bar 40 600

11+70 24”x28’ CMP in poor condition, 5’ fill Remove CMP & Re establish 5’ stream bed 110 1600 reveg& mulch

12+70 2’ stream off of cut slope

13+10 18”x20’ CMP in poor condition, 3’ fill Remove CMP & Re establish 3’ stream bed 30 600 reveg& mulch

13+30 1’ stream off of cut slope, 3’ fill Install water bar 30 600 reveg& mulch

14+50 1’ stream off of cut slope, 3’ fill Install water bar 30 600 reveg& mulch

14+70 Install water bar 10 400 reveg& mulch

16+50 18”x20’ CMP in poor condition, 4’ fill Remove CMP & Re establish 3’ stream bed 40 700 reveg& mulch

21+90 Spur to right, 18”x30’ CMP in poor condition, 4’ fill Remove CMP & Re establish 2’ stream bed 30 600 reveg& mulch

22+70 Stream off of cut slope, 3’ fill Re establish 3’ stream bed 30 600 reveg& mulch

23+70 Stream off of cut slope, 3’ fill Re establish 3’ stream bed 30 600 reveg& mulch

24+20 24”x30’ CMP in poor condition, 4’ fill Remove CMP & Re establish 4’ stream bed 50 900 reveg& mulch

25+30 Stream off of cut slope, 3’ fill Re establish 3’ stream bed

NO WORK BEYOND THIS POINT

40 700 reveg& mulch

31+00 Big stockpile site

37+70 Rock pit at end of road. Dry road back to Station 25+30

Station Comments Action Excavation Volume in Cubic Yards

Area Disturbed in Square Ft.

0+00 = Station 21+90 of MF-200-090

0+90 Install water bar 10 400

2+10 Stream off of cut slope, 4’ fill Establish 4’ stream bed 70 1400 seed & mulch

2+90 Stream off of cut slope, 4’ fill Establish 4’ stream bed 90 1800 seed & mulch

3+90 30”x20’ CMP at bottom of vertical curve, poor condition, 4’ fill Remove CMP, re establish 8’ stream bed 70 1400 seed & mulch

5+00 Top of vertical curve

6+50 Swale Install water bar 10 400

9+00 Swale Install water bar

NO WORK BEYOND THIS POINT

10 400

10+70 Top of vertical curve

13+00 JCT with MF-200-070, Station 34+50

Station Comments Action Excavation Volume in Cubic Yards

Area Disturbed in

Square Ft.

0+00 Station 3+00 MF-200-090 Rd

2+50 Install water bar

NO WORK BEYOND THIS POINT

10 400 seed & mulch

4+00 Switch back

7+00 Landing

Station Comments Action Excavation

Volume in Cubic Yards

Area Disturbed in

Square Ft.

0+00 Switchback ML-200 Rd. blocked by non drive able water bar

1+75 Old wood culvert crossing Remove logs and pull back slopes 300 2800 seed & mulch

2+75 Install water bar 10 400 seed & mulch

3+75 Install water bar 10 400 seed & mulch

4+75 Install water bar 10 400

5+00 Typical road section

5+75 Install water bar 10 400 seed & mulch

6+20 Rock crossing in bottom of vertical curve None

6+90 Small seep Install water bar 10 400 seed & mulch

7+40 Enter USFS

11+00 Install water bar 10 400 seed & mulch

14+80 Failure due to water pirating

15+00 12”x30’ CMP, plugged in poor condition, in 2’ fill Remove CMP. Install water bar 10 400 seed & mulch

15+60 1’ stream off of cut slope. Water off of back slope Install water bar 10 400 seed & mulch

16+90 1’ stream off of cut slope. Water pirating to Station 14+80 Install water bar 10 400 seed & mulch

17+40 Failure due to water pirating

18+30 1’ stream off of cut slope Install water bar 10 400 seed & mulch

19+00 Road out sloped ahead

24+20 Road turns & climbs at 14%

26+20 Install water bar 10 400

28+70 Install water bar 10 400

31+45 Rock cliff, top of vertical curve, 1’ stream off of cliffs Install water bar 10 400 seed & mulch

34+00 Side cast failing Begin side cast pull back

1260 20800 seed & mulch

39+20 Out of failing area End side cast pull back

Yards

Area Disturbed in

Square Ft.

41+80 Install water bar 10 400 seed & mulch

42+80 2’ stream crosses road in good channel

44+00 60” CMP blown out fair condition. Water ran down Road to 42+80 with debris on road

Lower stream bed at crossing 5’ & make stream bed 20’ wide, remove CMP, downstream 50 feet.

200 2000 seed & mulch

47+70 Big landing

48+60 8’ stream crossing could easily jump out of channel Lower stream bed 3’ & build 5’ berm at Station 48+30 80 1400 seed & mulch

55+70 Bottom of vertical curve 5’ stream crossing road & pirating from ahead ends here

58+70 Pirating water starts here from 2’ stream off of cut slope Establish 3’ stream bed 50 900 seed & mulch

59+00 1’ stream off of cut slope, begin side cast failure Install water bar & begin side cast pull back 10 400 seed & mulch

900 12000 seed & mulch

62+00 End side cast pull back

62+80 Nose of ridge, landing

67+80 End of road

Yards

Area Disturbed in

Square Ft.

0+00 DNR land, 4 th Switchback, drive able Bessemer road

1+00 TYPED WATER, 36”x30’ CMP blow out in poor condition, 8’ fill Remove CMP, reestablish 10’ wide streambed 240 2800 seed & mulch

2+50 Install water bar 10 400 seed & mulch

3+50 Install water bar 10 400 seed & mulch

4+30 TYPED WATER, off of cut slope pirated back to Sta 1+00 Install water bar with 2’ wide streambed 10 400 seed & mulch

5+30 Install water bar 10 400 seed & mulch

6+40 TYPED WATER, 30”x36’ CMP in poor condition, 4’ fill Remove CMP, reestablish 6’ wide streambed 70 1400 seed & mulch

6+92 Enter USFS

10+40 Landing

11+00 Pirating ends here Install water bar 10 400 seed & mulch

13+50 Pirated water, 24”x34’ CMP plugged in poor condition, 3’ centerline fill Remove CMP, reestablish 4’ wide streambed 50 900 seed & mulch

14+40 1’ stream off cut bank, 3’centerline fill Reestablish 2’ streambed 40 600 seed & mulch

14+80 1’ stream off cut bank, 3’ centerline fill Reestablish 2’ streambed 40 600 seed & mulch

15+80 30”x36’ plugged CMP in poor condition, 4’ centerline fill Remove CMP, reestablish 4’ wide streambed 60 1200 seed & mulch

17+20 Install water bar 10 400 seed & mulch

18+00 Stream off cut bank Reestablish 3’ streambed 50 900 seed & mulch

18+70 Stream off cut bank Reestablish 2’ streambed 50 900 seed & mulch

20+00 18”x40’ CMP in poor condition, 4’fill centerline fill Remove CMP, reestablish 2’ streambed 50 900 seed & mulch

23+10 Swale Install water bar 10 400

26+40 Install 3’ high berm 60’ long 100 2000 seed & mulch

26+60 8’ wide stream, no CMP

27+40 Stream off of cutback Reestablish 3’ streambed 50 900 seed & mulch

28+60 Stream off of cutback Reestablish 3’ streambed 50 900 seed & mulch

29+60 Stream off of cutback Reestablish 3’ streambed, 60’ long 80 1400 seed & mulch

Yards

Area Disturbed in

Square Ft.

31+00 Stream off of cutback Reestablish 3’ streambed, 60’ long 80 1400 seed & mulch

34+50 Spur left, top of vertical curve

38+50 Swale Install water bar 10 400 seed & mulch

39+00 18”x30’ CMP in poor condition, 2’ centerline fill Remove CMP, reestablish 3’ wide streambed 50 900 seed & mulch

41+50 Swale Install water bar 10 400 seed & mulch

42+00 18”x30’ CMP plugged in poor condition, 3’ centerline fill Remove CMP, reestablish 2’ wide streambed 40 600 seed & mulch

45+00 End of day

45+70 Bottom of vertical curve Install water bar 10 400 seed & mulch

46+20 Stream off of cutback, 4’ centerline fill Establish 6’ streambed 80 1500 seed & mulch

46+80 Pirating ends here, +12% AH

47+60 Swale Install water bar 10 400

49+00 Swale Install water bar 10 400

50+00 Swale Install water bar 10 400 seed & mulch

50+90 Stream off of cutback, 3 fill Establish3’ streambed 40 800 seed & mulch

53+00 Install water bar 10 400

55+20 Top of vertical curve

58+00 Stream off of cutback, 4’ centerline fill Establish3’ streambed 50 900 seed & mulch

61+40 Landing, Top of vertical curve -10% AH

63+30 Swale Install water bar 10 400

65+60 Side cast failure, basic rock cut material, low probability of future failure if drainage is controlled

67+60 Install water bar 10 400 seed & mulch

68+60 Install water bar

NO WORK BEYOND THIS POINT

10 400 seed & mulch

68+90 End of road, stream just beyond end, sent debris from up slope onto end of road & pirating some water down road, causing side cast failure.

Yards

Area Disturbed in

Square Ft.

0+00 = STA 35+00 of MF-200-070

0+70 18”x30’ CMP in Poor condition. 5’ fill Remove CMP

NO WORK BEYOND THIS POINT

90 1600

10+80 End of road. Road runs out a ridge & has no problem beyond culvert.

No other work required.

Volume in

Cubic Yds

Area Disturbed in

Square Ft

166+00 Leave Bessemer Mt. Road at switch back

167+40 30”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 4’ streambed 100 1200 seed & mulch

168+30 Swale Install water bar 15 400 seed & mulch

168+90 24”x40’ CMP in poor condition, 6’ fill. Enter USFS Remove CMP, reestablish 4’ streambed 100 1600 seed & mulch

169+60 18”x?”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 6’ streambed 100 1200 seed & mulch

170+60 Swale Install water bar 15 400 seed & mulch

171+50 Swale Install water bar 15 400

172+50 Swale Install water bar 15 400

173+40 Swale Install water bar 15 400

Cubic Yds

Area Disturbed in Square Ft.

0+00 Station 177+50 of MF-200-050

0+70 Typical road section view

2+40 36’x40 CMP in poor condition, fill 9’ Remove CMP, reestablish 5’ streambed 300 2800 seed & mulch

4+10

4+50 36’x40 CMP blown out, in poor condition, fill 12’ Remove CMP, reestablish 10’ streambed 400 3200 seed & mulch

12+10 Landing at end of road

166+00 DNR land, Leave Bessemer Mt. Road at switch back

167+40 TYPED WATER, 30”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 4’ streambed 120 1400 seed & mulch

168+30 Swale Install water bar 15 400 seed & mulch

168+90 TYPED WATER, 24”x40’ CMP in poor condition, 6’ fill. Enter USFS Remove CMP, reestablish 4’ streambed 120 1400 seed & mulch

169+60 18”x?”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 6’ streambed 100 1200 seed & mulch

170+60 Swale Install water bar 15 400 seed & mulch

171+50 Swale Install water bar 15 400

172+50 Swale Install water bar 15 400

173+40 Swale Install water bar 15 400

Cubic Yds

Area Disturbed in

Square Ft

174+50 Swale Install water bar 15 400 seed & mulch

175+50 18”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 8’ streambed 110 1200 seed & mulch

176+10 Top of vertical curve

176+80 24”x40’ CMP in poor condition, 12’ fill Remove CMP, reestablish 8’ streambed 430 3200 seed & mulch

From 176+80 to 177+50 create a 8’ wide ditch, with a 2’ high berm to channel stream at 177+50 to 176+80

50 2100 seed & mulch

177+50 JCT/MF-200-050-01 to right

178+60 Swale Install water bar 15 400

179+50 Swale Install water bar 15 400

180+40 End of day

181+00 30”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 6’ streambed 100 1200 seed & mulch

182+50 18”x30’ CMP in poor condition, 4’ fill Remove CMP, reestablish 4’ streambed 40 750 seed & mulch

185+40 3’ stream off of cut slope pirated to STA 182+56, 5’ fill Establish 3’ streambed 90 900 seed & mulch

185+70 24”x30’ CMP in poor condition, 5’ fill. Remove CMP, reestablish 5’ streambed 90 900 seed & mulch

186+60 24”x30’ CMP in poor condition, 6’ fill. Remove CMP, reestablish 6’ streambed 100 1200 seed & mulch

187+40 187+40 -- 188+90 wide waste area

188+90 Swale Install water bar 15 400

190+70 Swale Install water bar 15 400 seed & mulch

191+70 8-ft diameter stump on right edge of road

193+10 18”x30’ CMP in poor condition, 4’ fill. Top of vertical curve Remove CMP, reestablish 3’ streambed 50 750 seed & mulch

195+60 18”x30’ CMP in poor condition, 4’ fill. Bottom of vertical curve Remove CMP, reestablish 3’ streambed 50 750 seed & mulch

196+40 Swale. Bottom of vertical curve Install water bar 15 400 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

197+00 Begin rock cut, full bench road section, no problems

202+20 End rock cut. Top of vertical curve -7% AH

204+50 Swale Install water bar 15 400

205+70 JCT/MF-200-050-020 to the left

206+60 Swale Install water bar 15 400 seed & mulch

207+60 Swale, 2’ stream over road Establish 2’ streambed 15 400 seed & mulch

208+00 Begin rock cut, full bench road section

213+00 Swale between rock cut areas Install water bar 15 400

215+70 End rock cut. Swale Install water bar 15 400

218+90 Swale Install water bar 15 400

220+90 Swale Install water bar 15 400

221+70 Existing water bar

224+30 Natural out sloped

227+80 Bottom of vertical curve, full bench in rock

229+40 Swale Install water bar 15 400

230+70 Climb alluvial fan deposit, 25 years old

231+40 Top of vertical curve Raise trail 1.5-ft on left 50

232+90 Swale Install 3 water bars between here & 231+40 15 400

233+70 Existing water bar

236+70 Swale. Bottom of vertical curve Install water bar 15 400

240+90 Existing water bar

243+00 Existing water bar

Cubic Yds

Area Disturbed in

Square Ft

244+50 Install water bar 15

245+50 24”x40’ CMP in poor condition, 8’ fill Remove CMP, reestablish 10’ streambed 240 2000 seed & mulch

247+90 18”x30’ Crossdrain in poor condition, 3’ fill Remove CMP 50 600

252+50 18”x44’ CMP in poor condition, 10’ fill Remove CMP, reestablish 3’ streambed 300 3000 seed & mulch

253+60 24”x50’ CMP in poor condition, 10’ fill Remove CMP, reestablish 3’ streambed 300 3000 seed & mulch

254+50 Swale Install water bar 15 400 seed & mulch

255+40 Nose of ridge

256+80 Swale Install water bar 15 400

259+80 36”x50’ in poor condition, 4’ fill Remove CMP, reestablish 3’ streambed 70 1500 seed & mulch

260+20 Build 3’ berm across road 30 900 seed & mulch

262+20 Edge of debris flow at bottom of vertical curve

263+00 On top of debris flow, dry creek centerline, source of riprap Establish equipment trail at interface of woody & rock debris

263+60 Edge of debris flow

264+00 Build a 5’ high berm adjacent to 6’ DBH Big

Leaf Maple

100 1200 seed & mulch

265+20 18”x30’ CMP in poor condition, 5’ fill Remove CMP, reestablish 3’ streambed 80 900 seed & mulch

267+60 18”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 3’ streambed 90 1200 seed & mulch

269+70 Top of vertical curve, nose of ridge

271+40 18”x30’ CMP in poor condition, 5’ fill Remove CMP, reestablish 3’ streambed 80 900 seed & mulch

273+40 12”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 3’ streambed 90 1200 seed & mulch

274+40 18”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 3’ streambed 90 1200 seed & mulch

276+10 Top of vertical curve

312+70 Existing blockage berm

313+50 USFS 56 Road

Cubic Yds

Area Disturbed in

Square Ft

278+90 Swale Install water bar 15 400

281+10 24”x30’ CMP in poor condition, 4’ fill Remove CMP, reestablish 4’ streambed 40 750 seed & mulch

282+10 24”x40’ CMP in poor condition, 4’ fill Remove CMP, reestablish 3’ streambed 60 1000 seed & mulch

284+00 Swale Install water bar 15 400 seed & mulch

285+40 18”x40’ CMP Crossdrain in poor condition, 5’ fill Remove CMP 80 1200 seed & mulch

286+30 Swale Install water bar 15 400 seed & mulch

286+80 Edge of debris flow

287+60 Middle of debris flow, source of large riprap Build equipment trail on right edge of old road from 286+80 to 288+80 in rocky debris

200 8000 seed & mulch

288+80 Edge of debris flow

289+30 Build a 5’ high berm 100 1200 seed & mulch

290+80 JCT/MF-200-050-04 Install water bar 15 400

294+00 Swale Install water bar 15 400

296+60 30”x40’ CMP in poor condition, 5’ fill Remove CMP, reestablish 4’ streambed 90 1200 seed & mulch

301+70 24”x46’ CMP in poor condition, 10’ fill Remove CMP, reestablish 4’ streambed 350 1400 seed & mulch

305+40 Swale Install water bar, raise trail 2’ on left for 120’ 65 400 seed & mulch

306+60 13’ stream onto road, 24’x? buried, water runs down road 60’ Remove CMP 20

307+20 Install a 2’ high berm 30 500 seed & mulch

309+10 18”x?’ CMP in poor condition, 2’ fill Remove CMP 15 400 seed & mulch

310+40 18”x20’ CMP Crossdrain in poor condition, 3’ fill

Remove CMP

30 500

310+90 Existing blockage berm

312+10 Existing water bar

Yards

Area Disturbed in

Square Ft.

0+00 = STA 118+60 of MF-200-050

0+60 Side cast failing Begin side cast pull back

1+10 Water coming from water bar on MF-200-050 road Install water bar 500 5600 seed & mulch

1+50 18”x36’ CMP in poor condition, 5’ fill bottom of vertical curve Remove CMP, establish 2’ streambed

2+00 End side cast pull back

3+00 Top of vertical curve

4+00 Install water bar 10 400 seed & mulch

4+60 Water off of cutback 3’ fill Install water bar, establish 2’ streambed 30 600 seed & mulch

5+40 18”x28’ CMP, plugged crossdrain in poor condition 3’ fill Remove CMP 30 600 seed & mulch

8+80 18”x30’ CMP in poor condition, 5’ fill Remove CMP, reestablish 3’ streambed 60 1000 seed & mulch

13+00 24”x30’ CMP in poor condition, 6’ fill, bottom of vertical curve Remove CMP, reestablish 4’ streambed 110 1600 seed & mulch

15+50 24”x30’ CMP blown out in poor condition, 6’ fill Remove CMP, reestablish 6’ streambed 150 1500 seed & mulch

16+20 Stream off of cut bank, 3’ fill Establish 4’ streambed 50 900 seed & mulch

18+00 Top of vertical curve

20+00 24”x30’ CMP in poor condition, 7’ fill, bottom of vertical curve Remove CMP, reestablish 6’ streambed 150 1000 seed & mulch

24+00 MF-200-045-01 Spur

27+00 20’ log bridge, dirt fill failing Remove log stringer bridge, including sills.

Reestablish 30’ streambed

600 3200 seed & mulch

28+00 Pirating down ditch

29+60 End pirating. Best to leave water in ditch, beaver dam above road causing water to be where it’s at.

32+40 18”x30’ CMP in poor condition, 3’ fill Remove CMP, reestablish 4’ streambed 50 900 seed & mulch

34+80 Swale, 3’ fill Install water bar 30 600

37+60 JCT MF 200-045-04 to right, MF 200-045-03 to left

38+80 12”x30’ CMP in poor condition, 5’ fill Remove CMP, reestablish 2’ streambed 30 600 seed & mulch

Yards

Area Disturbed in

Square Ft.

40+50 18”x28’ CMP, plugged 4’ fill Remove CMP, reestablish 1’ streambed 20 500 seed & mulch

43+30 Enter DNR

44+00 TYPED WATER, 18”x28’ CMP in poor condition, 4’ fill over CMP invert, ¼ac pond behind 10’ road fill with shot rock, outlet protection exists.

Remove cmp & fill to bottom of CMP, estab.

6’ streambed, maintain existing water level

90 2100 seed & mulch

45+00 Install water bar 10 400

46+00 Install water bar 10 400

47+00 Install water bar 10 400

47+40 Top of vertical curve

48+40 Install water bar 10 400

49+40 Install water bar 10 400

50+40 Install water bar 10 400

51+40 Install water bar 10 400

52+40 Install water bar 10 400

53+40 Install water bar 10 400

54+40 Install water bar 10 400

55+40 Install water bar 10 400

56+40 Install water bar 10 400

57+40 Install water bar 10 400

58+40 Install water bar 10 400

59+40 Install water bar 10 400

60+40 Install water bar 10 400

61+40 Install water bar 10 400

62+40 Install water bar 10 400

63+40 Install water bar 10 400

64+40 Install water bar 10 400

65+40 Install water bar 10 400

66+40 Install water bar 10 400

67+40 End of Ballasted road Install water bar 10 400

68+50 Install water bar 10 400

69+60 TYPED WATER, 2’ wood culvert failed Remove wood, reestablish 2’ streambed 10 400 seed & mulch

70+60 Install water bar 10 400

71+00 Install water bar 10 400 seed & mulch

72+00 Install water bar 10 400

73+00 Install water bar 10 400

74+00 End of road Install water bar 10 400

Yards

Area Disturbed in Square Ft.

0+00 = STA 37+60 of MF-200-045

3+70 Enter DNR Install water bar 10 400

4+70 Jct. Spur to right Install water bar 10 400

5+70 Install water bar 10 400

6+60 Swale, 4’ fill Install water bar 50 600 seed & mulch

7+50 Install water bar 10 400

8+40 Install water bar 10 400

9+30 Install water bar 10 400

10-20 Install water bar 10 400

11+10 Install water bar 10 400

12+10 Swale, 3’ fill Install water bar 30 600 seed & mulch

13+10 Install water bar 10 400

13+30 Landing, road curves to left

14-30 Swale, 3’ fill Install water bar 30 600 seed & mulch

15+30 Install water bar 10 400

16+30 Install water bar 10 400

17+20 Install water bar 30 600

18+20 Install water bar 10 400

19+20 Swale, 3’ fill Install water bar 20 500 seed & mulch

20+20 Install water bar 10 400

21+20 Install water bar 10 400

22+20 Install water bar 10 400

23+30 End of road

Yards

Area Disturbed in Square Ft.

0+00 = STA 4+70 of MF-200-045-04

1+00 Install water bar 10 400

2+00 Install water bar 10 400

3+00 Install water bar 10 400

4+00 Install water bar 10 400

4+80 Swale, 5’ fill 30’wide Install water bar 60 1000 seed & mulch

5+80 Install water bar 10 400

6+80 Install water bar 10 400

7+80 Install water bar 10 400

8+80 Install water bar 10 400

9+20 Install water bar, NO WORK BEYOND THIS POINT 10 400

Yards

Area Disturbed in Square Ft.

0+00 STA 128+90 of MF-200-O5O Rd.

1+80 Existing ditch out right

2+80 18”x20’ CMP, in poor condition, 4’ fill Remove CMP & establish 3’ stream bed 40 800 seed & mulch

6+80 Pond on right edge of road

8+70 24”x20’ CMP, in poor condition, 5’ fill Remove CMP & establish 4’ stream bed. A beaver dam is constructed 5’ above CMP inlet. DO NOT DISTURB.

50 1200 seed & mulch

10+10 Swale 3’ fill Install water bar 30 600 seed & mulch

11+50 Swale 3’ fill Install water bar, NO WORK BEYOND THIS POINT 30 600 seed & mulch

12+40 End of pond effected area

37+90 End of road. From STA 12+40 to here road is on ridge top with no drainage problems. No work needed.

Cubic Yds

Area Disturbed in

Square Ft

0+00 DNR land, JCT/ Loop road Construct vehicle barricade with, riprap from

Sta. 3+80, leave 5’ wide opening for trail

1+00 Install water bar 15 400

2+00 Install water bar 15 400

3+00 Install water bar 15 400 seed & mulch

3+80 TYPED WATER, 103”x71”x52’ arch pipe, in good condition, with riprap armored, 11’ fill

Remove arch pipe & fill, reestablish 20’wide streambed

900 4500 seed & mulch

4+70 MF-200-047 Rd. to right

5+00 Install water bar 15 400

6+50 Top of vertical curve

7+50 Install water bar 15 400

8+50 Swale, 2’ fill Install water bar

9+50 Install water bar 15 400

10+50 Install water bar 15 400

11+90 TYPED WATER, 103”x71”x36’ arch pipe, in good condition, with riprap armored, 10’ fill

Remove arch pipe & fill, reestablish 15’wide streambed

600 2800 seed & mulch

12+60 Swale Install water bar 15 400 seed & mulch

13+80 Swale Install water bar 15 400

14+90 Swale Install water bar 15 400

15+90 Swale Install water bar 15 400

16+70 Swale Install water bar 15 400

18+40 Swale Install water bar 15 400 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

19+20 TYPED WATER, 18”x20’ CMP poor condition, 3’ fill Remove CMP, reestablish 3’ streambed 40 1400 seed & mulch

20+40 Swale Install water bar 15 400

21+90 Swale Install water bar 15 400

23+10 Install water bar 15 400

24+30 Top of vertical curve

25+40 Swale Install water bar 15 400

26+50 Top of vertical curve

27+00 Natural swale, outsloped

27+50 Top of vertical curve

28+30 Install water bar 15 400 seed & mulch

29+20 TYPED WATER, 87”x63”x44’ arch pipe in good condition with riprap armored, 10’ fill

Remove arch pipe, fill, reestablish 15’ streambed

600 2800 seed & mulch

30+30 Swale Install water bar 15 400

31+20 Top of vertical curve

32+60 Bottom of vertical curve - swale Install water bar 15 400

33+40 Top of vertical curve

34+30 TYPED WATER, 36”x40’ CMP in good condition, 10’ fill Remove CMP, reestablish 5’ streambed 550 2800 seed & mulch

35+40 Install water bar 15 400

36+70 Existing water bar

37+50 Top of vertical curve

38+40 Bottom of vertical curve, existing water bar

39+60 Swale Install water bar 15 400

Cubic Yds

Area Disturbed in

Square Ft

40+90 TYPED WATER, 36”x40’ CMP in poor condition, 9’ fill Remove CMP, reestablish 8’ streambed 600 2200 seed & mulch

42+00 Swale Install water bar 15 400

43+00 Swale Install water bar 15 400

44+30 Existing water bar

44+60 18”x30’ CMP Crossdrain in poor condition, dry, 2’ fill Remove CMP 20 600 seed & mulch

45+50 Existing water bar

46+10 1’ stream off of cut slope Install water bar 15 400

46+60 Existing water bar

47+30 12”x20’ CMP Crossdrain in poor condition, dry, 2’ fill Remove CMP 20 600

48+30 Top of vertical curve, start rock cut, full bench road

49+90 Existing water bar

51+20 18”x20’ CMP crossdrain in poor condition, bottom of vertical curve, dry, 2’ fill Remove CMP 20 600

52+50 Top of vertical curve, No water bar needed. -5% back

53+30 Descend -12%

54+10 18”x20’ CMP, Crossdrain in poor condition, 2’ fill Remove CMP 20 600

55+10 Swale Install water bar 15 400 seed & mulch

56+10 TYPED WATER, 18”x30’ CMP,poor cond. 1’ stream coming off of cut slope Remove CMP, establish 2’ streambed 30 700 seed & mulch

56+80 Swale Install water bar 15 400 seed & mulch

58+00 15”x20’ CMP, Crossdrain in poor condition, 2’ fill Remove CMP 20 600 seed & mulch

59+00 Swale Install water bar 15 400 seed & mulch

60+30 18”x20’ CMP, Crossdrain in poor condition, 3’ fill Remove CMP 30 600

61+50 Install water bar 15 400

Cubic Yds

Area Disturbed in

Square Ft

63+00 18”x30’ CMP, Crossdrain in poor condition, 3’ fill Remove CMP 30 600

64+00 Install water bar 15 400

65+50 Existing water bar

66+40 18”x20’ CMP, Crossdrain in poor condition, 3’ fill Remove CMP 30 600

67+40 12”x20’ CMP, Crossdrain in poor condition, 3’fill Remove CMP 30 600

68+00 Swale Install water bar 15 400

68+70 Turn around

69+30 TYPED WATER, 3’ stream off of cut slope, 3’ fill Establish 3’ stream bed 40 700 seed & mulch

69+70 TYPED WATER, 12”x12’ CMP in poor condition. 1’stream, 2’ fill Remove CMP, reestablish 2’ stream bed 30 500 seed & mulch

70+50 Swale Install water bar 15 400 seed & mulch

71+50 12”x20’ CMP, Crossdrain in poor condition, 2’fill Remove CMP 20 600

71+60 Existing water bar

72+00 12”x20’ CMP, Crossdrain in poor condition, 2’fill Remove CMP 20 600

73+30 Existing water bar

74+00 12”x20’ CMP, Crossdrain in poor condition, bottom of vertical, 2’fill Remove CMP 20 600

74+80 Top of vertical curve

75+80 12”x20’ CMP, Crossdrain in poor condition, 2’fill Remove CMP 20 600

77+20 Existing water bar

78+30 Existing water bar

79+40 Swale Install water bar 15 400 seed & mulch

80+40 TYPED WATER, 3’ stream in natural swale, 3’ fill, water flowing thru road Establish 3’ streambed 40 700 seed & mulch

80+70 TYPED WATER, 12”x20’ CMP in poor condition. 4’ fill Remove CMP, reestablish 4’ stream bed 100 800 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

81+20 TYPED WATER, 12”x20’ CMP in poor condition. 4’ fill Remove CMP, reestablish 2’ stream bed 70 800 seed & mulch

81+80 Install water bar 15 400 seed & mulch

82+80 Top of vertical curve

84+20 TYPED WATER, 87”x63”x44’ arch pipe in good condition, 12’fill Remove arch pipe, reestablish 15’ streambed 700 4600 seed & mulch

85+00 Existing water bar

86+00 Existing water bar

86+70 TYPED WATER, 42”x40’ CMP in fair condition, 9’ fill Remove CMP, reestablish 10’ streambed 420 1400 seed & mulch

87+50 Existing water bar

87+90 Start of debris flow

88+60 60” CMP? Buried Remove CMP 60 --

89+10 Leave debris flow

89+80 Install water bar 15 400 seed & mulch

91+00 Existing water bar

92+10 Existing water bar

93+10 Existing water bar

94+00 15”x20’ CMP crossdrain in poor condition, 3’ fill Remove CMP 30 600

94+60 Swale Install water bar 15 400

95+60 Swale Install water bar 15 400

96+70 Enter USFS, edge of debris, swale Install water bar 15 400 seed & mulch

97+80 Creek in debris flow, 5”x7”x? arch pipe buried at bottom of vertical curve Remove arch pipe 60 ---

98+70 Swale Install water bar 15 400 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

100+30 18”x20’ CMP crossdrain in poor condition, 4’ fill Remove CMP 60 600

101+20 12”x20’ CMP crossdrain in poor condition, 3’ fill Remove CMP 30 600

102+20 Existing water bar

103+00 15”x20’ CMP crossdrain in poor condition, 3’ fill Remove CMP 30 600

104+40 18”x30’ CMP crossdrain in fair condition, 4’ fill Remove CMP 90 600

105+60 Swale Install water bar 15 400

106+80 Existing water bar

107+80 Swale Install water bar 15 400

108+80 Install water bar 15 400

109+90 24”x20’ CMP in poor condition, 5’ fill Remove CMP, reestablish 4’ streambed 60 800 seed & mulch

110+80 Swale Install water bar 15 400 seed & mulch

111+30 Existing water bar

111+50 36”x30’ CMP in fair condition, 5’ fill Remove CMP, reestablish 4’ streambed 80 900 seed & mulch

112+80 Install water bar 15 400 seed & mulch

114+00 12”x20’ CMP in poor condition, 3’ fill Remove CMP, reestablish 2’ streambed 20 500 seed & mulch

115+20 Swale Install water bar 15 400

116+70 Existing water bar with 1’ stream

117+60 Swale Install water bar 15 400 seed & mulch

118+60 JCT/MF-200-045

118+70 Swale Install water bar 15 400 seed & mulch

119+20 30”x30’ CMP in poor condition, 6’ fill Remove CMP, reestablish 5’ streambed 100 1200 seed & mulch

120+20 Swale Install 40’ long water bar 20 500 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

121+10 58”x36”x40’ arch pipe in good condition, 6’ fill Remove arch pipe, reestablish 5’ streambed 140 1600 seed & mulch

121+70 87”x63”x36’ arch pipe in good condition, 10’ fill Remove arch pipe, reestablish 10’ streambed

300 2400 seed & mulch

123+00 Top of vertical curve

124+10 24”x30’ CMP, in poor condition, 5’ fill Remove CMP, reestablish 5’ streambed 90 900 seed & mulch

124+95 Swale Install water bar 15 400 seed & mulch

125+80 87”x63”x40’ arch pipe in good condition, 10’ fill Remove arch pipe, reestablish 10’ streambed

370 2400 seed & mulch

127+30 42”x30’ CMP, in poor condition, 8’ fill Remove CMP, reestablish 3’ streambed 210 1500 seed & mulch

127+70 Existing water bar

128+90 JCT/MF-200-043

129+40 18”x30’ CMP in poor condition, 6’ fill, bottom of vertical curve Remove CMP, reestablish 3’ streambed 90 1100 seed & mulch

130+30 Swale Install water bar 15 400

131+20 Swale Install water bar 15 400

132+30 24” x30’CMP in fair condition, 5’ fill, in 25 year old slide area, dry Remove CMP 70 900 seed & mulch

132+90 24”x30’ CMP in good condition, 4’ fill Remove CMP, reestablish 5’ streambed 90 750 seed & mulch

134+00 12”x30’ CMP in poor condition, 4’ fill Remove CMP, reestablish 2’ streambed 60 750 seed & mulch

135+00 Swale Install water bar 15 400 seed & mulch

135+43 Enter DNR

136+00 TYPED WATER, 18”x30’ CMP in poor condition, 5’ fill Remove CMP, reestablish 2’ streambed 80 1100 seed & mulch

136+40 TYPED WATER, 24”x30’ CMP in fair condition, 4’ fill Remove CMP, reestablish 2’ streambed 70 900 seed & mulch

136+70 Existing water bar

137+20 TYPED WATER, 48”x40’ CMP in fair condition, 5’ fill Remove CMP, reestablish 6’ streambed 170 1400 seed & mulch

Cubic Yds

Area Disturbed in

Square Ft

138+20 Swale Install water bar 15 400 seed & mulch

139+30 TYPED WATER, 18”x30’ CMP in poor condition, 4’ fill Remove CMP, reestablish 2’ streambed 70 800 seed & mulch

140+50 TYPED WATER, 18”x20’ CMP in poor condition, 4’ fill Remove CMP, reestablish 3’ streambed 40 600 seed & mulch

140+80 TYPED WATER, 18”x40’ CMP in poor condition, 6’ fill Remove CMP, reestablish 3’ streambed 120 1800 seed & mulch

141+80 Swale Install water bar 15 400 seed & mulch

143+00 Swale Install water bar 15 400

143+90 Swale Install water bar 15 400

144+90 Swale Install water bar 15 400

145+50 Swale Install water bar 15 400

146+10 JCT/MF-200-042, waste area opposite side of road

146+70 Existing Earthen Berm

147+00 2 – 36”x 30 CMP partially buried in 25’ wide stream Remove CMP’s 60

147+50 JCT/Bessemer Mt. Road, follow it for 18+50 STA

Yards

Area Disturbed in

Square Ft.

0+00 DNR land, STA 4+70 of MF-200-050 Rd.

0+10 18”x40’ CMP cross drain in fair condition Remove CMP 20 400

1+50 Top of vertical curve -10% AH

2+50 Install water bar 10 400

3+30 18”x30’ CMP 6’ fill, cross drain in fair condition Remove CMP 100 1400

4+30 Install water bar 10 400

5+30 Install water bar 10 400

6+70 TYPED WATER, 18”x40’ CMP 8’ fill, in fair condition Remove CMP & re establish 3’ stream bed 340 2200 seed & mulch

7+60 Swale Install water bar 10 400 seed & mulch

8+50 TYPED WATER, 18”x26’ CMP 6’ fill, in fair condition Remove CMP & re establish 2’ stream bed 120 1600 seed & mulch

9+60 TYPED WATER, 30”x40’ CMP 12’ fill in fair condition Remove CMP & re establish 12’ stream bed 950 9000 seed & mulch

10+30 Existing disposal area, do not use

11+60 Install water bar 10 400

12+60 Install water bar 10 400

13+60 Install water bar 10 400

14+60 Install water bar 10 400

15+30 18”x30’ CMP 5’ fill, cross drain in fair condition Install water bar 80 1200

16+30 Install water bar 10 400

17+60 Install water bar, NO WORK BEYOND THIS POINT 10 400

18+70 Landing, End of road

2Bessemer_Location-Layout1
3-6Bessemer_Base&Contract Option Maps-3_Base
3-6Bessemer_Base&Contract Option Maps-4_Option A
3-6Bessemer_Base&Contract Option Maps-5_Option B
3-6Bessemer_Base&Contract Option Maps-6_Option C
7-8Bessemer_ESTI_OF_QUAN-Estimate of Quantities 1
7-8Bessemer_ESTI_OF_QUAN-Estimate of Quantities 2
9Bessemer_GenNotes Sht 20 (1)
10Bessemer_WkList_225 Sht 20 (1)
11Bessemer_WkList_225-01 Sht 20 (1)
12-15Bessemer_WkList_200 Sht 20 (1)
12-15Bessemer_WkList_200 Sht 20 (2) (1)
12-15Bessemer_WkList_200 Sht 20 (3) (1)
12-15Bessemer_WkList_200 Sht 20 (4) (1)
16-17Bessemer_WkList_200-110 Sht 20 (1)
16-17Bessemer_WkList_200-110 Sht 20 (2) (1)
18Bessemer_WkList_200-090 Sht 20 (1)
19Bessemer_WkList_200-090-03 & -01 Sht 20 (1)
20-21Bessemer_WkList_200-080 Sht 20 (1)
20-21Bessemer_WkList_200-080 Sht 20 (2) (1)
22-23Bessemer_WkList_200-070 &070-01 Sht 20 (1)
22-23Bessemer_WkList_200-070 &070-01 Sht 20 (2) (1)
24-28Bessemer_WkList_200-050_&-050-010_OPT A Sht 20 (1)
24-28Bessemer_WkList_200-050_&-050-010_OPT A Sht 20 (2) (1)
24-28Bessemer_WkList_200-050_&-050-010_OPT A Sht 20 (3) (1)
24-28Bessemer_WkList_200-050_&-050-010_OPT A Sht 20 (4) (1)
24-28Bessemer_WkList_200-050_&-050-010_OPT A Sht 20 (5) (1)
29-30Bessemer_WkList_200-045_OPT B Sht 20 (1)
29-30Bessemer_WkList_200-045_OPT B Sht 20 (2) (1)
31Bessemer_WkList_200-045-04_OPT B Sht 20 (1)
32Bessemer_WkList_200-045-04-02 & 200-043_OPT B Sht 20 (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (2) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (3) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (4) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (5) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (6) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (7) (1)
33-40Bessemer_WkList_200-050_OPT C Sht 20 (8) (1)
41Bessemer_WkList_200-047_OPT C Sht 20 (1)
42Bessemer_TypRd_drain_swale Sht 19 (1)
43Bessemer_TypRd_Cross_Drain_Culvert_Removal Layout1 (1)
44Bessemer_TypRd_Non_Drive_WB&Road Closure Layout1 (1)
45Bessemer_TypTRAIL-912.2-912
46Bessemer_TypTRAIL-911-912 Layout1 (1)
47Bessemer_TypTRAIL_1ILLUSTRATION Sht 21 (1)
48Bessemer_TypTRAIL_Debris Trail&Grade Dip Sht 21 (1)
49Bessemer_Temp Traffic Control-Layout1

File details come from the government source that posted it. Updated .