Attach.3 Drawings Pg. 17-30.pdf

BFWTO - BEGIN FULL WIDTH TURNOUT

BOP - BEGINNING OF PROJECT

CMP - CORRUGATED METAL PIPE

CW - CURVE WIDENING

CY - CUBIC YARD

CCY - COMPACTED CUBIC YARD

DRAIN - DRAINAGE

EOP - END OF PROJECT

EXC - EXCAVATION

FW - FILL WIDENING

GD - GRADE DIP

LT - LEFT

L.F. - LINEAL FEET

M.P. - MILE POST

RT - RIGHT

RD - ROLLING DIP

SB - SELF BALANCE

SEC - SECTION

STA - STATION

TA - TURNAROUND

TO - TURNOUT

PR - PIT RUN

ABBREVIATIONS LIST

Summary of Abbreviations Hardy Stewardship Sale Area Roads Page 19 of 30

B. Burn C. Bury D. Hazardous Material

I. Decking firewood material

E. Windrow construction slash F. Scatter G. Chipping or Grinding H. Debris mat

ITEM 212

SLASH TREATMENT

K. Pile L. Place slash on embankment slopes

J. Remove to designated locations

A. Remove from project

Summary of Const. Methods Hardy Stewardship Sale Area Roads

1 FINAL ACCEPTANCE of the roads will depend on functionality of drainage, general uniformity and suitability for normal logging traffic to successfully negotiate the vertical and horizontal alignment.

2 Prior to commencement of any construction activities, utility companies shall be contacted. Buried utilities shall be marked, avoided and protected during construction.

3 Aggregate quantities specified in the contract are "in place" compacted cubic yards (CCY).

4 Reconditioning includes curve widenings, turnouts, turnarounds and intersecting roads for a minimum 50'.

Reconditioning also includes brushing and cattleguard cleaning unless instructed otherwise on Descriptions of Work. Begin brushing both sides of the road 6' from road shoulder. Brushing shall include removal of all small trees up to 6" in diameter. Larger remaining trees will have all overhanging branches trimmed flush to the trunk up to a height of 15 feet above finished road bed elevation. Maximum stump height shall be 2 inches.

5 All culverts, whether listed in the description of work or not, shall have their inlet and outlets cleaned as well as 3 feet of the upper and lower ends of the inside cleaned out to expose the full diameter of the culvert. Catch basins shall be cleared of material to the bottom of the invert of the culvert and at least 6 inches horizontally towards the backslope or the width of the basin, whichever is greater. The backslope shall be cleaned of loose material for a distance of two pipe diameters as measured horizontally on the backslope. Inlet channel transition from the ditchline to the catch basin shall be cleaned a distance of 10 feet. Material removed, if suitable, may be blended into existing native road surfaces or shoulders.

6 Reconstruction includes all existing curve widenings, turnouts and turnarounds regardless of whether they are shown in the description of work or not, and blading intersecting system roads for a minimum of 50' .

7 The Engineer shall review and approve the location of aggregate, pit run, grade dips and rolling dips.

8 All ditches, rolling dips, grade dips, and other drainage control devices shall be constructed to drain.

9 All disturbed areas shall be seeded, including roadbed on 212 spec roads where aggregate surfacing is not required. Surfaces to be seeded shall be sloped to drain and shall be left in a roughened condition. Seeding shall conform to 625. Cost for seeding roadbeds is included in 212(01).

10 Clearing limits shall be marked with yellow flagging or pink tags and shall be a minimum of 20 or 22 feet wide plus additional widths needed for intersections, turnouts, curve widenings and turnarounds as shown on the Descriptions of Work.

11 Rolling dips, sediment basins, and culvert locations shall be marked with blue or pink flagging or pink cards as approved by the engineer

12 It shall be the responsibility of the contractor to maintain the haul route(s) controlled by the Forest Service, and repair all damage resulting from his operation.

13 Construction signs shall be placed as follows:

W20-1, G20-1 & G20-2 are to be placed 500 feet each direction from the beginning of each road under construction or as directed by the Engineer. Additional signs may be required as determined by the Engineer.

Placement of additional signs will be as directed by the Engineer. All signs will be mounted on posts or portable stands approved for use by MUTCD.

14 For estimating purposes only, a commercial source was used for Item 301(11)Q. The source used was McInerney Pit; T50N, R62W Section 3. 5 miles South of Sundance, Wyo and 1.1 miles East of Highway 585.

15 Grade dips are locations where the road grade slopes uphill in both directions from the grade dip. All grade dips whether called for on the description of work or not shall be outsloped at 5%. This will give approximately a 6" drop in elevation across the road.

Project Notes Hardy Stewardship Sale Area Roads Page 21 of 30

STA. Units yd 3

G ra di ng

Sp ec

Fe at ur e

Le th in F ee t

DESCRIPTION OF WORK

808.1 0+00 BOP Int. with 107.1 / No Work Until 41+59

41+59 Cattleguard @ State line-Sta. 41+59 Begin Reconstruction Item 212(01)R Begin Staking Item 152(17) Typical: B-14' with ditch

410 Q 2549' Begin Aggregate 4" Depth to 67+08

43+45

Existing Spot Agg.-Areas of spot Aggregate shall be bladed as designated by the Engineer on site. Protect those spots not designated.

Berm material on outside shoulder of road, to be bladed back into roadbed as designated by the Engineer. Cost for extra earthwork included in Pay Item 212(01)R. Begin Daylighting left.

45+49 End Daylight left

45+87 ex.RD Existing Spot Agg.

49+68 ex.RD Existing Spot Agg.

50+00 Begin centerline shift right, 6 feet

53+57 ex.RD Existing Spot Agg. / Rebuild RD to coincide with shifted centerline. Cost for extra earthwork included in Pay Item 212(01)R

55+89 INT. Intersection with 808.2A / Match existing intersection with FSR 808.1

57+40 ex.RD Existing Spot Agg.

59+01 End centerline shift right (save tree)

59+75 ex.RD Existing Spot Agg. / Begin double ditch / Daylight left side

63+94 Existing Outlet Ditch Right-Clean

67+08 End Aggregate / Existing Aggregate Begins (Capping Arch.

Site)Protect / End surface blading / End Daylighting left

70+11 ex.RD Existing Spot Agg.

74+29 310 Q 1931' Begin surface blading / Existing Aggregate Ends / End ditch both sides / Begin Aggregate 4" Depth to Sta. 93+60

75+88 ex.RD Existing Spot Agg.

78+88 ex.RD Existing Spot Agg. / Begin ditch both sides / Daylight left to 82+67

82+67 ex.RD Existing Spot Agg. / End ditch both sides / Begin ditch right / End Daylight

85+31 Begin ditch both sides / Begin Daylight left to 88+54 use material back into roadbed

88+54 ex.RD Existing Spot Agg. / End ditch both / Begin ditch right / End Daylight

90+33 TO 175' BFWTO-Left / Use material back into roadbed

93+60 End Aggregate / End ditch right

Description of Work Hardy Stewardship Sale Area Roads Page 22 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1 94+50 CMP Begin Reconditioning Item 303(18) / End Reconstruction

Typical: D-12' with ditch Existing 18" CMP Clean Inlet/Outlet

99+40 8 Q CMP Existing 18" CMP Clean Inlet/Outlet / CMP is exposed-spread aggregate

102+33 CMP Existing 18" CMP Clean Inlet/Outlet

107+80 TO 175' BFWTO-Right

109+67 CMP Existing 18" CMP Clean Inlet/Outlet

119+24 CMP Existing 18" CMP Clean Inlet/Outlet

119+51 TO 175' BFWTO-Right

122+89 8 Q ex.RD

125+21 INT. Intersection with 808.2B

125+73 CMP Existing 18" CMP Clean Inlet/Outlet

126+36 8 Q GD

132+21 8 Q GD

135+01 ex.RD Existing Spot Agg.

136+20 CMP Existing 18" CMP Clean Inlet/Outlet

136+81 INT. Intersection with 808.1A / End of Reconditioning

Description of Work Hardy Stewardship Sale Area Roads Page 23 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1A 0+00 INT. Intersection with 808.1 @ 136+81

Begin Reconditioning Item 303(18) Typical: C-14' No-Ditch or Match existing road width where blading is designated by Engineer. Some ditching is required in Description of work where designated. Cost is included in 303(18)

96 Q 600' Begin Aggregate 4" depth to 6+00

1+39 Gate Existing Pipe Gate

3+00 ex.RD Existing Spot Agg.-Areas of spot Aggregate shall be bladed as designated by the Engineer on site. Protect those spots not designated.

6+00 ex.RD Existing Spot Agg. / End Aggregate

7+35 24 Q GD 150'

Begin Aggregate 4" depth to 8+85 / Mudhole-Pull dirt back into road(re-establish roadbed)/ Berm material on outside shoulder of road, to be bladed back into roadbed as designated by the Engineer. Cost is included in Item 303(18)

8+85 End Aggregate

9+57 GD Existing Spot Agg.

9+86 TO 175' BFWTO-Left

11+41 ex.RD Existing Spot Agg.

14+25 ex.RD Existing Agg. Begins

16+80 ex.RD Existing Spot Agg.

18+00 Existing Agg. Ends

20+39 GD Existing Spot Agg.

23+97 16 Q ex.RD 100' Existing Spot Agg. / Begin Aggregate 4" Depth

24+97 End Aggregate

26+39 16 Q GD 100' Existing Spot Agg. / Begin Aggregate 4" Depth

27+39 End Aggregate

29+32 ex.RD Existing Spot Agg.

33+79 ex.RD Existing Spot Agg.

34+72 ex.RD Existing Spot Agg.

37+16 ex.RD Existing Spot Agg.

39+32 Existing Spot Agg.

42+04 ex.RD Existing Spot Agg.

45+29 16 Q GD 100' Existing Spot Agg.

46+36 Existing Spot Agg.

Description of Work Hardy Stewardship Sale Area Roads Page 24 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1A

47+04 8 Q GD 50' Existing Spot Agg.

50+05 ex.RD Existing Spot Agg.

52+50 32 Q 200' Begin Aggregate 4" Depth

54+50 ex.RD Existing Spot Agg. / End Aggregate

56+50 RD Construct RD

58+19 32 Q ex.RD 200' Existing Spot Agg. / Begin Aggregate 4" Depth

60+55 ex.RD Existing Spot Agg. / End Aggregate

63+87 40 Q ex.RD 250' Existing Spot Agg. / Begin Aggregate 4" Depth

66+37 ex.RD Existing Spot Agg. / End Aggregate

70+98 ex.RD Existing Spot Agg.

72+80 RD, SB Construct RD, SB

75+74 8 Q GD

78+00 16 Q GD Existing Spot Agg.

79+12 ex.RD Existing Spot Agg.

82+15 8 Q GD Existing Spot Agg.

83+25 ex.RD Existing Spot Agg.

84+31 TO 150' BFWTO-Left / Daylight out to left and bring material back into roadbed

86+34 RD Construct RD

89+55 ex.RD Existing Spot Agg.

92+20 Int. Intersection with 808.1J

93+66 16 Q GD Existing Spot Agg.

97+62 ex.RD Existing Spot Agg.

100+32 GD Existing Spot Agg.

102+62 GD Existing Spot Agg.

105+16 190' Begin Ditch Right- Cost included in Item 303(18) per mile

106+60 16 Q GD 20'

Existing Spot Agg. / Outlet Ditch 20'-Cost included in Item 303(18) per mile

107+06 16 Q GD End Ditch Right

108+10 16 Q GD 490' Begin Ditch Right-Cost included in Item 303(18) per mile

109+67 16 Q GD Existing Spot Agg.

Description of Work Hardy Stewardship Sale Area Roads Page 25 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1A

111+26 16 Q GD Existing Spot Agg.

112+57 16 Q GD Outlet Ditch 10'-Cost included in Item 303(18) per mile

113+00 End Ditch Right

114+48 ex.RD Existing Spot Agg.

116+50 16 Q GD Existing Spot Agg.

119+34 ex.RD Existing Spot Agg.

122+28 ex.RD Existing Spot Agg.

124+50 16 Q GD Existing Spot Agg.

128+35 ex.RD Existing Spot Agg.

130+75 ex.RD Existing Spot Agg.

133+00 GD Existing Spot Agg.

136+15 ex.RD Existing Spot Agg.

138+58 8 Q GD

142+47 INT. Intersection with 808.1B

142+72 8 Q GD

147+01 8 Q GD

148+46 GD Existing Spot Agg.

152+47 ex.RD Existing Spot Agg.

153+65 8 Q GD

156+09 GD Existing Spot Agg.

162+46 ex.RD Existing Spot Agg.

166+83 GD Existing Spot Agg.

168+58 ex.RD Existing Spot Agg.

172+81 ex.RD Existing Spot Agg.

176+11 GD Existing Spot Agg.

177+66 GD Existing Spot Agg.

182+06 ex.RD Existing Spot Agg.

183+50 GD Existing Spot Agg.

185+82 ex.RD Existing Spot Agg.

Description of Work Hardy Stewardship Sale Area Roads Page 26 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1A

189+77 INT.

Intersection with 808.1G/ End Reconditioning / Begin Reconstruction Item 212(01)R Construct Type II Intersection Typical: B-14' With Ditch Right Begin Staking Item 152(17)

190+13 40 Q 250' Begin Aggregate 4" Depth

192+59 RD Shift Centerline into cutbank 8' / End Ditch Right / End Aggregate

197+52 End shift right

198+28 8 Q GD

199+09 TO 175' BFWTO-Both sides

201+80 GD

202+94 TTA Construct Truck Turnaround Right-Waste material on roadbed

203+50 EOP End Reconstruction

Description of Work Hardy Stewardship Sale Area Roads Page 27 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1C 0+00 Int. Intersection w/ 808.1 @ 210+84/ No work until 48+91

48+91 16 Q GD Begin Reconstruction Item 212(01)R Begin Staking Item 152(17) Typical: A-14' No Ditch

50+95 8 Q GD

51+86 233 1454' Begin Aggregate 4" Depth to 66+40

53+48 GD

54+79 GD

56+60 GD

59+39 RD,SB Construct Sediment Basin

62+05 RD,SB Construct Sediment Basin

63+65 RD

66+40 RD End Aggregate

68+00 CW 150' Begin CW Left 6 feet

70+87 16 Q GD

71+21 Shift Centerline 6' Right

71+90 8 Q RD

73+69 8 Q RD

73+83 8 Q Near stock tank, add aggregate to fill slope of road for protection from cattle

75+39 8 Q RD

75+49 End Centerline Shift

77+28 TTA Truck Turnaround Right

77+85 EOP EOP

Description of Work Hardy Stewardship Sale Area Roads Page 28 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.1D 0+00 Int. Begin Construction Item 212(01)C

Begin Staking Item 152(17) Typical: A-14' No Ditch Construct Type II Intersection

16 Q Begin Aggregate 4" Depth to 1+00 End Aggregate

2+25 RD

5+75 RD

8+25 RD

10+50 RD

13+20 RD

13+90 Slash pile in roadway, push slash below new road

16+30 RD

18+30 24 Q Wet area to the right

19+25 RD

20+70 GD

22+09 TO 175' BFWTO

23+55 RD

26+10 GD

28+00 RD

30+21 RD

33+00 GD

35+60 RD

38+30 RD

40+80 RD

43+50 RD

46+70 RD

49+00 RD

49+90 Junction with old roadbed

50+50 RD, SB Construct Sediment Basin

51+31 EOP End Reconstruction

Description of Work Hardy Stewardship Sale Area Roads Page 29 of 30 ra

Fe at ur e

Le ee t

DESCRIPTION OF WORK

808.2B 0+00 Int. Intersection w/ 808.1 @ 125+21

No work until 50+80

50+80=0+ 00 Begin Construction Item 212(01)C

Begin Staking Item 152(17) Typical: A-14' No Ditch

32 Q 200' Begin Aggregate 4" Depth

1+38 RD

2+00 RD End Aggregate

3+94 RD

5+66 24 Q RD 150' Begin Aggregate 4" Depth

7+16 RD End Aggregate

9+52 RD

11+20 RD,SB Construct Sediment Basin

12+88 EOP End Relocation (Jct. w/original roadbed)

Description of Work Hardy Stewardship Sale Area Roads Page 30 of 30