Drawings.pdf

Station/ Milepost

Description of Work Midpoint Access 10+00 – 97+83

Pay Item Estimated Quantity

10+00 Begin project. Spike in guardrail post on edge of parking area on east side of Seward Highway near milepost 72. Begin Centerline Staking for 8,886’ ahead.

Begin Clearing and Grubbing & Excavation for 8,886’ ahead. See typical control point and tables sheets H.1- 7 of drawings. See typical details on sheets C.1-3 of drawings.

908(01) 911(02) 912(01)

8,886 L.F.

8,886 L.F.

8,886 L.F.

11+05 Begin descending turn right.

12+30 bk = 11+27 ah

11+32

Construct Puncheon with Decking for 218’ ahead. See detail sheet F.2 of drawings.

Crossing center of creek.

932(01) 218 L.F.

13+50 to 15+50

Construct three Grade Dips as needed between these stations. See typical detail on sheet E.2 of drawings.

912(06) 3 Each

15+95 Construct Turnpike, Log Retainer, Type 1 for 60’ ahead.

See detail on sheet F.1 of drawings.

913(01) 913(03)

60 L.F.

33 S.Y.

17+05 Cross user made trail to Eddies Cabin. Construct

Turnpike. Log Retainer, Type 1 for 50’ ahead.

913(01) 913(03)

50 L.F.

28 S.Y.

21+05 Construct Turnpike, Log Retainer, Type 1 for 25’ ahead. 913(01)

913(03) 25 L.F.

14 S.Y

21+10 Install 12” Corrugated Polyethylene Pipe. See sheet E.1 of drawings.

921(01) 6 L.F.

21+30 Construct 14’ span Log Stringer Bridge, Type 4’ Wide

Native Log as staked. See details on sheets F.3-4 of drawings.

931(03) 14 L.F.

21+88 Construct Turnpike, Log Retainer, Type 1 for 102’ ahead.

913(01) 913(03)

102 L.F.

57 S.Y

23+27 Construct Turnpike, Log Retainer, Type 1 for 21’ ahead. 913(01)

21 L.F.

12 S.Y

23+48 Construct 14’ span Log Stringer Bridge, Type 4’ Wide

Native Log as staked.

23+62 Construct Turnpike, Log Retainer, Type 1 for 38’ ahead.

Construct side ditch on uphill side only.

913(01) 913(03)

38 L.F.

21S.Y.

WORK SUMMARY

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CHUGACH NATIONAL FOREST

IDITAROD NATIONAL

HISTORIC TRAIL

SHEET D.1

Description of Work Midpoint Access 10+00 – 97+83

24+10 Construct Grade Dip. 912(06) 1 Each

24+20 Construct Turnpike, Log Retainer, Type 1 for 25’ ahead.

913(01) 913(03)

29+89 Construct Turnpike, Log Retainer, Type 1 for 80’ ahead.

Do not construct side ditches.

913(01) 913(03)

80 L.F.

44 S.Y

30+69 Construct Turnpike, Log Retainer, Type 1 for 50’ ahead. 913(01)

28 S.Y

32+59 Construct Turnpike, Log Retainer, Type 1 for 108’

913(01) 913(03)

108 L.F.

60 S.Y

33+55 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

33+65 to 34+60

Construct one Grade Dip as needed between these stations.

912(06) 1 Each

36+06 Construct Turnpike, Log Retainer, Type 1 for 71’ ahead. 913(01)

71 L.F.

39 S.Y

39+37 Construct Turnpike, Log Retainer, Type 1 for 27’ ahead. 913(01)

27 L.F.

15 S.Y

39+40 to 39+60

Install one 12” Corrugated Polyethylene Pipe as needed between these stations.

39+64 Construct Ditch on right for 22’ ahead. See sheet C.3 of

912(09) 22 L.F.

39+86 Construct Turnpike, Log Retainer, Type 1 for 42’ ahead. 913(01)

42 L.F.

23 S.Y

39+90 to 40+20

Install one 12” Corrugated Polyethylene Pipe as needed

40+42 Construct 20’ span Log Stringer Bridge, Type 4’ Wide

SHEET D.2

Description of Work Midpoint Access 10+00 – 97+83

41+15 Construct Turnpike, Log Retainer, Type 1 for 41’ ahead. 913(01)

41 L.F.

23 S.Y

41+15 to 41+55

Install two 12” Corrugated Polyethylene Pipes as needed between these stations.

921(01) 12 L.F.

43+40 Approximate northeast Lower Ingram Creek proposed bridge abutment. Bridge construction to be completed by others.

43+80 Approximate southwest Lower Ingram Creek proposed bridge abutment.

44+36 Construct Log Retaining Wall for 24’ ahead. See details on sheet F.5 of drawings.

934(01) 16 S.Y.

46+28 Climbing turn right. See details on sheet G.1 of

47+49 Construct Grade Dip. 912(06) 1 Each

51+49 Construct Grade Dip. 912(06) 1 Each

52+49 Construct Grade Dip. 912(06) 1 Each

52+59 Construct Ditch on right for 25’ ahead. 912(09) 25 L.F.

55+25 Construct Shallow Stream Ford and Gully Crossing

Structure. See details on sheet E.3 of drawings.

912(07) 1 Each

56+45 Construct Shallow Stream Ford and Gully Crossing

Structure.

56+65 Construct Shallow Stream Ford and Gully Crossing

57+19 Construct Shallow Stream Ford and Gully Crossing

57+60 Construct Grade Dip. 912(06) 1 Each

57+70 Construct Ditch on right for 105’ ahead. 912(09) 105 L.F.

SHEET D.3

Description of Work Midpoint Access 10+00 – 97+83

57+90 Construct Grade Dip. 912(06) 1 Each

58+41 Construct Grade Dip. 912(06) 1 Each

58+64 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

58+75 Construct 12’ span Log Stringer Bridge, Type 4’ Wide

931(03) 12 L.F.

59+11 Construct Grade Dip. 912(06) 1 Each

59+21 Construct Ditch on right for 29’ ahead. 912(09) 29 L.F.

59+27 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

60+31 Construct Grade Dip. 912(06) 1 Each

60+41 Construct Ditch on right for 10’ ahead. 912(09) 10 L.F.

60+51 Construct Turnpike, Log Retainer, Type 1 for 150’

913(01) 913(03)

150 L.F.

83 S.Y

60+60 to 61+80

Install four 12” Corrugated Polyethylene Pipes as

921(01) 24 L.F.

62+01 Construct Ditch on right for 50’ ahead. 912(09) 50 L.F.

62+05 to 62+40

Install two 12” Corrugated Polyethylene Pipes as

64+50 to 66+10

Construct two Grade Dips as needed between these

912(06) 2 Each

66+17 Construct Turnpike, Log Retainer, Type 1 for 37’ ahead. 913(01)

37 L.F.

21 S.Y

66+32 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

SHEET D.4

Description of Work Midpoint Access 10+00 – 97+83

67+21 Construct Turnpike, Log Retainer, Type 1 for 18’ ahead. 913(01)

18 L.F.

10 S.Y

67+29 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

67+70 Construct Turnpike, Log Retainer, Type 1 for 43’ ahead. 913(01)

43 L.F.

24 S.Y

67+75 to 68+10

Install one 12” Corrugated Polyethylene Pipe as needed

70+56 Construct Turnpike, Log Retainer, Type 1 for 25’ ahead. 913(01)

70+60 to 70+80

Install one 12” Corrugated Polyethylene Pipe as needed

71+67 Construct Turnpike, Log Retainer, Type 1 for 63’ ahead. 913(01)

63 L.F.

35 S.Y

71+70 to 72+25

Install one 12” Corrugated Polyethylene Pipe as needed

79+08 Construct 18’ span Log Stringer Bridge, Type 4’ Wide

931(03) 18 L.F.

79+60 Construct Turnpike, Log Retainer, Type 1 for 21’ ahead. 913(01)

21 L.F.

12 S.Y

80+17 Construct Shallow Stream Ford and Gully Crossing

81+29 Construct Shallow Stream Ford and Gully Crossing

81+39 Construct Ditch on right for 26’ ahead. 912(09) 26 L.F.

81+40 to 81+60

Install two 12” Corrugated Polyethylene Pipes as

SHEET D.5

Description of Work Midpoint Access 10+00 – 97+83

81+65 Construct Turnpike, Log Retainer, Type 1 for 59’ ahead. 913(01)

59 L.F.

33 S.Y

82+24 Construct Ditch on right for 37’ ahead. 912(09) 37 L.F.

82+61 Construct Turnpike, Log Retainer, Type 1 for 23’ ahead. 913(01)

23 L.F.

13 S.Y

82+65 to 82+80

Install one 12” Corrugated Polyethylene Pipe as needed

82+84 Construct Ditch on right for 18’ ahead. 912(09) 18 L.F.

83+02 Construct Turnpike, Log Retainer, Type 1 for 48’ ahead. 913(01)

48 L.F.

27 S.Y

83+05 to 83+45

Install one 12” Corrugated Polyethylene Pipe as needed

83+50 Construct Ditch on right for 227’ ahead. 912(09) 227 L.F.

83+80 to 85+75

Install six 12” Corrugated Polyethylene Pipes as needed

921(01) 36 L.F.

86+18 Construct Shallow Stream Ford and Gully Crossing

86+28 Construct Ditch on right for 93’ ahead. 912(09) 93 L.F.

86+30 to 87+20

Install two 12” Corrugated Polyethylene Pipes as

90+45 Construct Shallow Stream Ford and Gully Crossing

91+21 Construct Grade Dip. 912(06) 1 Each

91+31 Construct Ditch on right for 31’ ahead. 912(09) 31 L.F.

92+33 Construct Shallow Stream Ford and Gully Crossing

SHEET D.6

Description of Work Midpoint Access 10+00 – 97+83

92+50 to 93+10

Install one 12” Corrugated Polyethylene Pipe as needed

93+30 Construct Grade Dip. 912(06) 1 Each

93+40 Construct Ditch on right for 60’ ahead. 912(09) 60 L.F.

93+45 to 93+90

Construct one Grade Dip as needed between these

94+00 Construct Turnpike, Log Retainer, Type 1 for 40’ ahead. 913(01)

40 L.F.

27 S.Y

94+10 to 94+30

Install one 12” Corrugated Polyethylene Pipe as needed

94+40 Construct Puncheon with Decking for 16’ ahead. 932(01) 16 L.F.

94+70 +/- Install one 12” Corrugated Polyethylene Pipe. Construct

Ditch on uphill side for 50’ ahead.

912(09) 921(01)

6 L.F.

95+31 Apparent climbing turn left

95+40 Construct Ditch on right for 75’ ahead. 912(09) 75 L.F.

96+69 Construct Shallow Stream Ford and Gully Crossing

97+83 Connect to Iditarod Mainline at 10+00. End Centerline

Staking. End Clearing and Grubbing. End Excavation.

End project Midpoint Access.

SHEET D.7

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

10+00 = 97+83

Begin project. Junction with Midpoint Access at 97+83.

Begin Centerline Staking for 7,070’ ahead. Begin Clearing and Grubbing & Excavation for 7,070’ ahead.

See typical control point and tables sheets H.1-7 of drawings. See typical details on sheets C.1-3 of drawings.

908(01) 911(02) 912(01)

7,070 L.F.

7,070 L.F.

7,070 L.F.

10+05 Apparent climbing turn right. See details on sheet G.1

10+36 Construct Shallow Stream Ford and Gully Crossing

10+67 Construct Ditch on left for 22’ ahead. See sheet C.3 of

912(09) 22 L.F.

10+70 to 10+85

Install one 12” Corrugated Polyethylene Pipe as needed between these stations. See sheet E.1 of drawings.

11+20 Construct Shallow Stream Ford and Gully Crossing

11+35 Visible rock on surface.

11+49 Construct Turnpike, Log Retainer, Type 1 for 14’ ahead.

913(01) 913(03)

14 L.F.

8 S.Y

11+50 to 11+60

Install one 12” Corrugated Polyethylene Pipe as needed

12+30 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

12+34 Construct Ditch on left for 196’ ahead 912(09) 196 L.F.

12+50 to 14+10

Install three 12” Corrugated Polyethylene Pipes as

921(01) 18 L.F.

16+67 Construct Grade Dip. See typical detail on sheet E.2 of

16+77 Construct Ditch on left for 42’ ahead 912(09) 42 L.F.

17+55 Construct Ditch on left for 63’ ahead 912(09) 63 L.F.

SHEET D.8

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

17+75 to 18+10

Install one 12” Corrugated Polyethylene Pipe as needed

18+28 Construct Grade Dip. 912(06) 1 Each

19+55 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

19+60 Construct Ditch on left for 118’ ahead 912(09) 118 L.F.

19+80 to 20+55

Install two 12” Corrugated Polyethylene Pipes as

21+36 Construct Grade Dip. 912(06) 1 Each

21+46 Construct Ditch on left for 18’ ahead 912(09) 18 L.F.

23+44 Construct Grade Dip. 912(06) 1 Each

26+64 Construct Grade Dip. 912(06) 1 Each

28+64 Construct Grade Dip. 912(06) 1 Each

32+51 Construct Grade Dip. 912(06) 1 Each

32+61 Construct Ditch on left for 50’ ahead 912(09) 50 L.F.

32+90+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

33+20 Construct 14’ span Log Stringer Bridge, Type 4’ Wide

34+15 Construct Shallow Stream Ford and Gully Crossing

35+25 Visible rock on surface.

35+62 Visible rock on surface. Construct Shallow Stream Ford and Gully Crossing Structure

35+91 Approximate location of change from wood Pline stakes to wire stake Pline flags.

SHEET D.9

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

36+98 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

37+98 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

40+98 Construct Grade Dip. 912(06) 1 Each

41+08 Construct Turnpike, Log Retainer, Type 1 for 28’ ahead. 913(01)

28 L.F.

16 S.Y

41+10 to 42+20

Install two 12” Corrugated Polyethylene Pipes as

41+65 Construct Turnpike, Log Retainer, Type 1 for 61’ ahead.

913(01) 913(03)

61 L.F.

34 S.Y

42+26 Construct Turnpike, Log Retainer, Type 1 for 28’ ahead. 913(01)

16 S.Y

42+35 to 42+50

Install one 12” Corrugated Polyethylene Pipe as needed

42+64 Construct Grade Dip. 912(06) 1 Each

42+74 Construct Ditch on left for 18’ ahead 912(09) 18 L.F.

43+02 Construct Grade Dip. 912(06) 1 Each

43+20 to 43+60

Install two 12” Corrugated Polyethylene Pipe as needed

43+74 Construct Grade Dip. 912(06) 1 Each

43+84 Construct Ditch on left for 116’ ahead 912(09) 116 L.F.

44+10 to 44+80

Install one 12” Corrugated Polyethylene Pipe as needed

45+31 Construct Grade Dip. 912(06) 1 Each

45+41 Construct Ditch on left for 22’ ahead 912(09) 22 L.F.

45+84 Construct Shallow Stream Ford and Gully Crossing

SHEET D.10

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

46+69 Construct Grade Dip. 912(06) 1 Each

46+79 Construct Ditch on left for 44’ ahead 912(09) 44 L.F.

46+90 to 47+10

Install one 12” Corrugated Polyethylene Pipe as needed

47+33 Construct Grade Dip. 912(06) 1 Each

47+43 Construct Ditch on left for 27’ ahead 912(09) 27 L.F.

48+10 Construct Turnpike, Log Retainer, Type 1 for 14’ ahead. 913(01)

8 S.Y

48+15+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

48+59 Construct Grade Dip. 912(06) 1 Each

48+69 Construct Ditch on left for 80 ’ ahead 912(09) 80 L.F.

48+90 to 49+30

Install one 12” Corrugated Polyethylene Pipe as needed

49+59 Construct Grade Dip. 912(06) 1 Each

49+69 Construct Ditch on left for 67 ’ ahead 912(09) 67 L.F.

52+36 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

54+49 Construct Grade Dip. 912(06) 1 Each

54+59 Construct Ditch on left for 331’ ahead 912(09) 331 L.F.

54+99+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

55+49 Construct Grade Dip. 912(06) 1 Each

55+99+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

56+49 Construct Grade Dip. 912(06) 1 Each

SHEET D.11

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

56+99+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

57+49 Construct Grade Dip. 912(06) 1 Each

57+90 Construct Turnpike, Log Retainer, Type 1 for 24’ ahead. 913(01)

24 L.F.

13 S.Y

58+02+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

58+14 Construct Ditch on left for 90’ ahead 912(09) 90 L.F.

58+30 to 58+85

Install two 12” Corrugated Polyethylene Pipes as

59+14 Construct Grade Dip. 912(06) 1 Each

59+24 Construct Ditch on left for 140’ ahead 912(09) 140 L.F.

59+40 to 60+50

Install three 12” Corrugated Polyethylene Pipes as

60+84 Construct Shallow Stream Ford and Gully Crossing

60+94 Construct Ditch on left for 198’ ahead 912(09) 198 L.F.

61+10 to 62+80

Install four 12” Corrugated Polyethylene Pipes as

62+92 Construct Turnpike, Log Retainer, Type 1 for 10’ ahead. 913(01)

10 L.F.

6 S.Y

62+97 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

63+02 Construct Ditch on left for 22’ ahead 912(09) 22 L.F.

63+24 Construct Turnpike, Log Retainer, Type 1 for 10’ ahead. 913(01)

6 S.Y

63+24+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

63+34 Construct Ditch on left for 88’ ahead 912(09) 88 L.F.

SHEET D.12

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

63+50 to 64+10

Install two 12” Corrugated Polyethylene Pipes as

64+32 Construct Grade Dip. 912(06) 1 Each

64+42 Construct Ditch on left for 275’ ahead 912(09) 275 L.F.

64+60 to 67+00

Install six 12” Corrugated Polyethylene Pipes as needed

67+27 Construct Shallow Stream Ford and Gully Crossing

67+37 Construct Ditch on left for 11’ ahead 912(09) 11 L.F.

67+58 Construct Shallow Stream Ford and Gully Crossing

67+78 Construct Shallow Stream Ford and Gully Crossing

67+88 Construct Turnpike, Log Retainer, Type 1 for 12’ ahead. 913(01)

12 L.F.

7 S.Y

67+93 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

68+00 Construct Ditch on left for 209’ ahead 912(09) 209 L.F.

68+20 to 69+85

Install four 12” Corrugated Polyethylene Pipes as

70+19 Construct Shallow Stream Ford and Gully Crossing

70+44 Construct 16’ span Log Stringer Bridge, Type 4’ Wide

931(03) 16 L.F.

70+80 Construct Shallow Stream Ford and Gully Crossing

71+00 Construct Shallow Stream Ford and Gully Crossing

SHEET D.13

Description of Work Midpoint Access to Upper Ingram 10+00 – 80+70

71+10 Construct Ditch on left for 80’ ahead 912(09) 80 L.F.

71+30 to 71+70

Install two 12” Corrugated Polyethylene Pipes as

72+00 Construct Grade Dip. 912(06) 1 Each

72+10 Construct Ditch on left for 380’ ahead 912(09) 380 L.F.

72+30 to 75+70

Install six 12” Corrugated Polyethylene Pipes as needed

76+00 Construct Grade Dip. 912(06) 1 Each

76+10 Construct Ditch on left for 200’ ahead 912(09) 200 L.F.

76+30 to 77+90

Install four 12” Corrugated Polyethylene Pipes as

78+20 Construct Shallow Stream Ford and Gully Crossing

78+30 Construct Ditch on left for 63’ ahead 912(09) 63 L.F.

79+03 Construct Shallow Stream Ford and Gully Crossing

79+13 Construct Ditch on left for 132’ ahead 912(09) 132 L.F.

80+55 Construct Grade Dip. 912(06) 1 Each

80+70 Approximate northeast Upper Ingram Creek proposed bridge abutment. Bridge construction to be completed by others. End Centerline Staking. End Clearing and Grubbing. End Excavation. End project segment.

SHEET D.14

Description of Work Upper Ingram to Tincan 81+10 – 251+30

Pay Item Estimated Quantity

81+10 Begin project segment. Approximate southwest Upper Ingram Creek proposed bridge abutment. Bridge construction to be completed by others. Begin Centerline Staking for 17,020’ ahead. Begin Clearing and Grubbing & Excavation for 17,020’ ahead. See typical control point and tables sheets H.1-7 of drawings. See typical details on sheets C.1-3 of drawings.

908(01) 911(02) 912(01)

17,020 L.F.

17,020 L.F.

17,020 L.F.

81+43 Construct Shallow Stream Ford and Gully Crossing

81+53 Construct Ditch on left for 99’ ahead. See sheet C.3 of

912(09) 99 L.F.

82+62 Construct Shallow Stream Ford and Gully Crossing

82+72 Construct Ditch on left for 70’ ahead. 912(09) 70 L.F.

83+52 Construct Shallow Stream Ford and Gully Crossing

83+62 Construct Ditch on left for 10’ ahead. 912(09) 10 L.F.

83+72 Construct Turnpike, Log Retainer, Type 1 for 10’ ahead.

See details on sheet F.1 of drawings.

913(01) 913(03)

6 S.Y.

83+82 Construct Puncheon with Decking for 10’ ahead. See details on sheet F.2 of drawings.

932(01) 10 L.F.

83+92 Construct Ditch on left for 238’ ahead. 912(09) 238 L.F.

84+10 to 86+10

Install four 12” Corrugated Polyethylene Pipes between these stations as needed. See sheet E.1 of drawings.

86+40 Construct Shallow Stream Ford and Gully Crossing

86+50 Construct Ditch on left for 98’ ahead. 912(09) 98 L.F.

86+70 to 87+30

Install two 12” Corrugated Polyethylene Pipes between these stations as needed.

SHEET D.15

Description of Work Upper Ingram to Tincan 81+10 – 251+30

87+58 Construct Shallow Stream Ford and Gully Crossing

87+68 Construct Ditch on left for 142’ ahead. 912(09) 142 L.F.

87+80 to 88+90

Install three 12” Corrugated Polyethylene Pipes between

89+10 Construct Turnpike, Log Retainer, Type 1 for 106’

913(01) 913(03)

106 L.F.

59 S.Y.

90+16 Construct Ditch on left for 58’ ahead. 912(09) 58 L.F.

90+20 to 90+60

Install two 12” Corrugated Polyethylene Pipes between

90+37 Visible rock on surface.

90+84 Construct Shallow Stream Ford and Gully Crossing

90+88 Visible rock on surface.

90+94 Construct Ditch on left for 148’ ahead. 912(09) 148 L.F.

91+20 to 92+20

Install three 12” Corrugated Polyethylene Pipes between

92+52 Construct Shallow Stream Ford and Gully Crossing

92+62 Construct Ditch on left for 30’ ahead. 912(09) 30 L.F.

92+70 to 92+85

Install one 12” Corrugated Polyethylene Pipe as needed

93+02 Construct Shallow Stream Ford and Gully Crossing

93+12 Construct Ditch on left for 130’ ahead. 912(09) 130 L.F.

93+20 to 94+05

Install two 12” Corrugated Polyethylene Pipes between

SHEET D.16

Description of Work Upper Ingram to Tincan 81+10 – 251+30

94+42 Construct Turnpike, Log Retainer, Type 1 for 10’ ahead. 913(01)

94+62 Construct Shallow Stream Ford and Gully Crossing

94+67 Visible rock on surface.

94+72 Construct Ditch on left for 13’ ahead. 912(09) 13 L.F.

94+85 Construct Log Retaining Wall for 12’ ahead. See detail on sheet F.5 of drawings.

934(01) 8 S.Y.

94+97 Construct Ditch on left for 10’ ahead. 912(09) 10 L.F.

95+17 Visible rock on surface. Construct Grade Dip. See typical detail on sheet E.2 of drawings.

95+35 Visible rock on surface. Construct Ditch on left for 222’

912(09) 222 L.F.

95+60 to 97+40

Install five 12” Corrugated Polyethylene Pipes between

921(01) 30 L.F.

97+57 Construct Turnpike, Log Retainer, Type 1 for 14’ ahead. 913(01)

8 S.Y.

97+64+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

97+71 Construct Ditch on left for 44’ ahead. 912(09) 44 L.F.

98+25 Construct Shallow Stream Ford and Gully Crossing

98+35 Construct Ditch on left for 81’ ahead. 912(09) 81 L.F.

98+40 Minimum 2’ cut at centerline.

98+50 to 99+00

Install two 12” Corrugated Polyethylene Pipes between

SHEET D.17

Description of Work Upper Ingram to Tincan 81+10 – 251+30

99+26 Construct Shallow Stream Ford and Gully Crossing

99+36 Construct Ditch on left for 44’ ahead. 912(09) 44 L.F.

99+50 to 99+70

Install one 12” Corrugated Polyethylene Pipe between

99+90 Construct Shallow Stream Ford and Gully Crossing

100+00 Construct Ditch on left for 10’ ahead. 912(09) 10 L.F.

100+20 Construct Shallow Stream Ford and Gully Crossing

100+30 Construct Ditch on left for 26’ ahead. 912(09) 26 L.F.

100+66 Construct Shallow Stream Ford and Gully Crossing

100+76 Construct Ditch on left for 120’ ahead. 912(09) 120 L.F.

100+90 to 101+80

Install three 12” Corrugated Polyethylene Pipes between

102+23 Climbing turn right.

102+45 Climbing turn left.

102+83 Climbing turn right.

102+97 Construct Ditch on left for 118’ ahead. 912(09) 118 L.F.

102+97 to 104+00

Install three 12” Corrugated Polyethylene Pipes between

104+25 Construct Shallow Stream Ford and Gully Crossing

104+35 Construct Ditch on left for 10’ ahead. 912(09) 10 L.F.

SHEET D.18

Description of Work Upper Ingram to Tincan 81+10 – 251+30

104+55 Construct Grade Dip. 912(06) 1 Each

104+65 Construct Ditch on left for 233’ ahead. 912(09) 233 L.F.

104+90 to 106+80

Install five 12” Corrugated Polyethylene Pipes between

921(01) 30 L.F.

107+08 Construct Shallow Stream Ford and Gully Crossing

107+18 Construct Ditch on left for 559’ ahead. 912(09) 559 L.F.

107+30 to 112+50

Install ten 12” Corrugated Polyethylene Pipes between

921(01) 60 L.F.

112+77 Construct Turnpike, Log Retainer, Type 1 for 19’ ahead. 913(01)

19 L.F.

11 S.Y.

112+84+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

112+96 Construct 20’ span Log Stringer Bridge, Type 4’ Wide

931(03) 20 L.F.

113+20 Construct Ditch on left for 30’ ahead. 912(09) 30 L.F.

113+60 Construct Grade Dip. 912(06) 1 Each

113+70 Construct Ditch on left for 190’ ahead. 912(09) 190 L.F.

113+90 to 115+40

Install four 12” Corrugated Polyethylene Pipes between

115+70 Construct Grade Dip. 912(06) 1 Each

115+80 Construct Ditch on left for 280’ ahead. 912(09) 280 L.F.

116+00 to 118+40

Install six 12” Corrugated Polyethylene Pipes between

118+70 Construct Grade Dip. 912(06) 1 Each

118+80 Construct Ditch on left for 112’ ahead. 912(09) 112 L.F.

SHEET D.19

Description of Work Upper Ingram to Tincan 81+10 – 251+30

119+00 to 119+80

Install two 12” Corrugated Polyethylene Pipes between

119+92 Construct Turnpike, Log Retainer, Type 1 for 54’ ahead. 913(01)

54 L.F.

30 S.Y.

120+00 to 120+40

Install two 12” Corrugated Polyethylene Pipes between

122+96 Construct Turnpike, Log Retainer, Type 1 for 32’ ahead. 913(01)

32 L.F.

18 S.Y.

123+28 Construct Ditch on right (uphill) for 700’ ahead. 912(09) 700 L.F.

123+28 to 130+28

Install fifteen 12” Corrugated Polyethylene Pipes between these stations as needed.

921(01) 90 L.F.

130+28 Ricardo undeveloped camp area.

131+79 Construct Turnpike, Log Retainer, Type 1 for 159’

913(01) 913(03)

159 L.F.

88 S.Y.

133+48 Construct Shallow Stream Ford and Gully Crossing

134+49 Construct Ditch on left (uphill) for 143’ ahead 912(09) 143 L.F.

136+02 Construct Shallow Stream Ford and Gully Crossing

136+31 Construct Ditch on left for 19’ ahead. 912(09) 19 L.F.

136+60 Construct Grade Dip. 912(06) 1 Each

136+70 Construct Ditch on left for 56’ ahead. 912(09) 56 L.F.

138+88 Construct Shallow Stream Ford and Gully Crossing

139+52 Construct Ditch on left for 27’ ahead. 912(09) 27 L.F.

139+89 Construct Grade Dip. 912(06) 1 Each

SHEET D.20

Description of Work Upper Ingram to Tincan 81+10 – 251+30

142+06 Construct Ditch on left for 73’ ahead 912(09) 73 L.F.

142+89 Construct Grade Dip. 912(06) 1 Each

143+47 Construct Grade Dip. 912(06) 1 Each

144+21 Construct Shallow Stream Ford and Gully Crossing

145+83 Construct Ditch on left for 16’ ahead. 912(09) 16 L.F.

146+09 Construct Grade Dip. 912(06) 1 Each

146+19 Construct Ditch on left for 28’ ahead. 912(09) 28 L.F.

146+57 Construct Grade Dip. 912(06) 1 Each

146+67 Construct Ditch on left for 189’ ahead. 912(09) 189 L.F.

148+66 Construct Grade Dip. 912(06) 1 Each

148+91 Construct Ditch on left for 59’ ahead. 912(09) 59 L.F.

149+60 Construct Grade Dip. 912(06) 1 Each

149+70 Construct Ditch on left for 132’ ahead. 912(09) 132 L.F.

154+14 Construct Ditch on left for 92’ ahead. 912(09) 92 L.F.

155+16 Construct Grade Dip. 912(06) 1 Each

155+26 Construct Ditch on left for 63’ ahead. 912(09) 63 L.F.

155+99 Construct Grade Dip. 912(06) 1 Each

156+09 Construct Ditch on left for 101’ ahead. 912(09) 101 L.F.

157+20 Construct Grade Dip. 912(06) 1 Each

157+30 Construct Ditch on left for 99’ ahead. 912(09) 99 L.F.

SHEET D.21

Description of Work Upper Ingram to Tincan 81+10 – 251+30

161+29 Construct Ditch on left for 171’ ahead. 912(09) 171 L.F.

163+10 Construct Grade Dip. 912(06) 1 Each

163+20 Construct Ditch on left for 26’ ahead. 912(09) 26 L.F.

163+56 Construct Grade Dip. 912(06) 1 Each

163+66 Construct Ditch on left for 79’ ahead. 912(09) 79 L.F.

164+55 Construct Grade Dip. 912(06) 1 Each

164+65 Construct Ditch on left for 7’ ahead. 912(09) 7 L.F.

164+82 Construct Grade Dip. 912(06) 1 Each

164+92 Construct Ditch on left for 92’ ahead. 912(09) 92 L.F.

165+94 Construct Grade Dip. 912(06) 1 Each

168+09 Construct Grade Dip. 912(06) 1 Each

168+43 Construct Grade Dip. 912(06) 1 Each

170+27 Construct Grade Dip. 912(06) 1 Each

171+39 Construct Grade Dip. 912(06) 1 Each

171+49 Construct Turnpike, Log Retainer, Type 1 for 111’

913(01) 913(03)

111 L.F.

62 S.Y.

171+50 to 172+50

Install two 12” Corrugated Polyethylene Pipes between

174+28 Construct Grade Dip. 912(06) 1 Each

174+38 Construct Ditch on left for 181’ ahead. 912(09) 181 L.F.

176+29 Construct Grade Dip. 912(06) 1 Each

176+39 Construct Ditch on left for 127’ ahead. 912(09) 127 L.F.

SHEET D.22

Description of Work Upper Ingram to Tincan 81+10 – 251+30

176+76 Visible surface rock on left.

177+76 Visible surface rock on left. Construct Grade Dip. 912(06) 1 Each

177+86 Construct Ditch on left for 8’ ahead. 912(09) 8 L.F.

178+04 Visible rock on surface. Construct Grade Dip. 912(06) 1 Each

178+14 Construct Ditch on left for 20’ ahead. 912(09) 20 L.F.

178+44 Construct Grade Dip. 912(06) 1 Each

178+55 Construct Ditch on left for 113’ ahead. 912(09) 113 L.F.

179+44 Visible surface rock on left.

179+78 Construct Grade Dip. 912(06) 1 Each

179+88 Construct Ditch on left for 98’ ahead. 912(09) 98 L.F.

180+78 Cross Ski Hike user made trail.

180+96 Construct Grade Dip. 912(06) 1 Each

181+06 Construct Ditch on left for 79’ ahead. 912(09) 79 L.F.

181+95 Visible surface rock on left. Construct Grade Dip. 912(06) 1 Each

182+05 Construct Ditch on left for 30’ ahead. 912(09) 30 L.F.

183+52 Construct Grade Dip. 912(06) 1 Each

184+02 Visible rock on surface.

184+89 Construct Grade Dip. 912(06) 1 Each

185+34 Visible surface rock on left.

185+87 Construct Grade Dip. 912(06) 1 Each

SHEET D.23

Description of Work Upper Ingram to Tincan 81+10 – 251+30

187+98 Construct Ditch on left for 249’ ahead. 912(09) 249 L.F.

190+57 Construct Shallow Stream Ford and Gully Crossing

190+67 Construct Ditch on left for 60’ ahead. 912(09) 60 L.F.

191+37 Construct Grade Dip. 912(06) 1 Each

192+73 Construct Turnpike, Log Retainer, Type 1 for 120’

913(01) 913(03)

120 L.F.

67 S.Y.

193+73 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

194+28 Construct Grade Dip. 912(06) 1 Each

194+38 Construct Ditch on left for 253’ ahead. 912(09) 253 L.F.

197+01 Construct Grade Dip. 912(06) 1 Each

197+11 Construct Ditch on left for 78’ ahead. 912(09) 78 L.F.

197+99 Construct Grade Dip. 912(06) 1 Each

198+09 Construct Ditch on left for 11’ ahead. 912(09) 11 L.F.

200+08 Construct Grade Dip. 912(06) 1 Each

200+94 Construct Ditch on left for 50’ ahead. 912(09) 50 L.F.

201+54 Construct Grade Dip. 912(06) 1 Each

201+64 Construct Ditch on left for 23’ ahead. 912(09) 23 L.F.

201+97 Construct Grade Dip. 912(06) 1 Each

202+07 Construct Ditch on left for 22’ ahead. 912(09) 22 L.F.

202+39 Construct Grade Dip. 912(06) 1 Each

202+49 Construct Ditch on left for 105’ ahead. 912(09) 105 L.F.

SHEET D.24

Description of Work Upper Ingram to Tincan 81+10 – 251+30

203+54 Construct Turnpike, Log Retainer, Type 1 for 51’ ahead. 913(01)

51 L.F.

28 S.Y.

203+60 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

203+83 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

204+55 Construct Ditch on left for 43’ ahead. 912(09) 43 L.F.

204+98 Construct Turnpike, Log Retainer, Type 1 for 198’

913(01) 913(03)

198 L.F.

110 S.Y.

205+96 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

207+60 Construct Ditch on left for 49’ ahead. 912(09) 49 L.F.

208+09 Construct Turnpike, Log Retainer, Type 1 for 56’ ahead. 913(01)

56 L.F.

31 S.Y.

208+15 to 208+55

Install two 12” Corrugated Polyethylene Pipes between

208+65 Construct Ditch on left for 90’ ahead. 912(09) 90 L.F.

209+65 Construct Grade Dip. 912(06) 1 Each

210+83 Construct Ditch on left for 57’ ahead. 912(09) 57 L.F.

211+50 Construct Grade Dip. 912(06) 1 Each

213+01 Construct Turnpike, Log Retainer, Type 1 for 237’

913(01) 913(03)

237 L.F.

132 S.Y.

213+38 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

215+38 Construct Ditch on left for 183’ ahead. 912(09) 183 L.F.

217+21 Construct Turnpike, Log Retainer, Type 1 for 235’

913(01) 913(03)

235 L.F.

131 S.Y.

217+97 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

SHEET D.25

Description of Work Upper Ingram to Tincan 81+10 – 251+30

218+97 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

219+56 Construct Ditch on left for 47’ ahead. 912(09) 47 L.F.

220+13 Construct Grade Dip. 912(06) 1 Each

220+23 Construct Ditch on left for 124’ ahead. 912(09) 124 L.F.

221+57 Construct Grade Dip. 912(06) 1 Each

221+67 Construct Ditch on left for 202’ ahead. 912(09) 202 L.F.

223+79 Construct Grade Dip. 912(06) 1 Each

224+81 Construct Grade Dip. 912(06) 1 Each

225+93 Construct Ditch on left for 9’ ahead. 912(09) 9 L.F.

226+12 Construct Grade Dip. 912(06) 1 Each

226+22 Construct Ditch on left for 70’ ahead. 912(09) 70 L.F.

227+02 Construct Grade Dip. 912(06) 1 Each

228+99 Construct Ditch on left for 80’ ahead. 912(09) 80 L.F.

229+89 Construct Grade Dip. 912(06) 1 Each

229+99 Construct Ditch on left for 170’ ahead. 912(09) 170 L.F.

230+30 to

231+40 Install two 12” Corrugated Polyethylene Pipes between

231+79 Construct Grade Dip. 912(06) 1 Each

232+86 Construct Ditch on left for 80’ ahead. 912(09) 80 L.F.

233+76 Construct Grade Dip. 912(06) 1 Each

233+86 Construct Ditch on left for 309’ ahead. 912(09) 309 L.F.

234+76+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

SHEET D.26

Description of Work Upper Ingram to Tincan 81+10 – 251+30

235+76+/- Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

237+05 Construct Grade Dip. 912(06) 1 Each

237+15 Construct Ditch on left for 125’ ahead. 912(09) 125 L.F.

238+32 Minimum cut 1’ at centerline.

238+50 Construct Grade Dip. 912(06) 1 Each

238+60 Construct Ditch on left for 95’ ahead. 912(09) 95 L.F.

239+65 Construct Grade Dip. 912(06) 1 Each

240+25 Minimum cut 1’ at centerline.

240+68 Construct Grade Dip. 912(06) 1 Each

241+12 Minimum cut 1’ at centerline.

241+36 Construct Ditch on left for 38’ ahead. 912(09) 38 L.F.

241+74 Construct Turnpike, Log Retainer, Type 1 for 64’ ahead. 913(01)

64 L.F.

36 S.Y.

242+15 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

242+38 Construct Ditch on left for 102’ ahead. 912(09) 102 L.F.

243+50 Construct Grade Dip. 912(06) 1 Each

243+60 Construct Ditch on left for 40’ ahead. 912(09) 40 L.F.

244+00 Construct Turnpike, Log Retainer, Type 1 for 192’

913(01) 913(03)

192 L.F.

107 S.Y.

244+13 Edge of bluff above Tincan Creek approximately 15’ left.

244+69 Edge of bluff above Tincan Creek approximately 18’ left.

SHEET D.27

Description of Work Upper Ingram to Tincan 81+10 – 251+30

249+41 Construct Grade Dip. 912(06) 1 Each

251+30 Connect to Center Ridge Trail. Approximately 36’ to the south is the north end of Tincan Creek bridge. End Centerline Staking. End Clearing and Grubbing. End Excavation. End project.

SHEET D.28

Description of Work Johnson Pass North to Spokane Ck. 10+00 to 102+92

10+00 Begin Project. Segment terminus begins on existing trail approximately 400’ south of the Johnson Pass North trailhead. Begin Centerline Staking for 9,292’ ahead.

Begin Clearing and Grubbing & Excavation for 9,292’ ahead. See typical control point and tables sheets H.1-7 of drawings. See typical detail sheets C.1-3 of drawings.

908(01) 911(02) 912(01)

9,292 L.F.

9,292 L.F.

9,292 L.F.

10+48 Construct Puncheon with Decking for 50’ ahead. See

932(01)

11+50 to 12+80

Muskeg approximately 30’ left.

13+66 Construct Grade Dip. See typical detail on sheet E.2 of

15+86 Construct Puncheon with Decking for 40’ ahead. 932(01) 40 L.F.

16+26 Construct Ditch on right for 225’ ahead. See detail sheet

C.3 of drawings.

912(09) 225 L.F.

16+30 to 18+40

Install four 12” Corrugated Polyethylene Pipes as needed between these stations. See sheet E.1 of drawings.

18+89 Construct Grade Dip. 912(06) 1 Each

19+57 Construct Grade Dip. 912(06) 1 Each

19+67 Construct Ditch on right for 90’ ahead. 912(09) 90 L.F.

20+57 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

22+28 Construct Grade Dip. 912(06) 1 Each

23+04 Construct Grade Dip. 912(06) 1 Each

23+71 Construct Grade Dip. 912(06) 1 Each

25+41 Construct Turnpike, Log Retainer, Type 1 for 60’ ahead.

913(01) 913(03)

60 L.F.

34 S.Y.

25+51 Install 12” Corrugated Polyethylene Pipe.

SHEET D.29

Description of Work Johnson Pass North to Spokane Ck. 10+00 to 102+92

25+84 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

27+13 Construct Puncheon with Decking for 32’ ahead. 932(01) 32 L.F.

27+45 +/- Enter Aspen & Alder.

28+99 Construct Grade Dip. 912(06) 1 Each

29+09 Construct Ditch on right for 26’ ahead. 912(09) 26 L.F.

29+36 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

29+50 +/- Enter Hemlock and Spruce.

31+62 Construct Grade Dip. 912(06) 1 Each

31+72 Construct Ditch on right for 53’ ahead. 912(09) 53 L.F.

31+95 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

34+91 Construct Grade Dip. 912(06) 1 Each

38+08 Construct Grade Dip. 912(06) 1 Each

38+63 Install 12” Corrugated Polyethylene Pipe. Construct Ditch on right for 40’ ahead.

912(09) 921(01)

40+50 +/- Enter Alder and Willow.

41+32 Construct Ditch on right for 17’ ahead. 912(09) 17 L.F.

41+59 Construct Grade Dip. 912(06) 1 Each

42+80 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

43+11 Construct Grade Dip. 912(06) 1 Each

44+22 Pete’s Creek crossing. Construct 18’ span Log Stringer

Bridge, Type 4’ Wide Native Log as staked. See details on sheets F.3-4 of drawings. Native materials are located within 500’ of bridge site.

931(03) 18 L.F.

SHEET D.30

Description of Work Johnson Pass North to Spokane Ck. 10+00 to 102+92

46+00 +/- Cross under existing electrical power lines.

47+87 Construct 10’ span Log Stringer Bridge, Type 4’ Wide

931(03) 10 L.F.

49+05 Construct Grade Dip. 912(06) 1 Each

49+26 Construct Grade Dip. 912(06) 1 Each

49+97 Enter Hemlock and Spruce.

52+09 Construct 8’ span Log Stringer Bridge, Type 4’ Wide

931(03) 8 L.F.

56+94 Construct Shallow Stream Ford and Gully Crossing

Structure. See detail on sheet E.3 of drawings.

57+04 Construct Ditch on right for 10’ ahead. 912(09) 10 L.F.

58+54 Construct 16’ span Log Stringer Bridge, Type 4’ Wide

931(03) 16 L.F.

58+95 Construct Grade Dip. 912(06) 1 Each

59+05 Construct Ditch on right for 10’ ahead. 912(09) 10 L.F.

61+79 Construct Puncheon with Decking for 16’ ahead. 932(01) 16 L.F.

62+16 Construct Shallow Stream Ford and Gully Crossing

63+64 Construct Grade Dip. 912(06) 1 Each

64+20 Construct Grade Dip. 912(06) 1 Each

65+03 Construct 10’ span Log Stringer Bridge, Type 4’ Wide

931(03) 10 L.F.

66+77 Cross overgrown access spur.

SHEET D.31

Description of Work Johnson Pass North to Spokane Ck. 10+00 to 102+92

67+73 Install 12” Corrugated Polyethylene Pipe. Construct Ditch on right for 18’ ahead.

912(09) 921(01)

18 L.F.

69+00 +/- Enter Powerline Right-of-Way. Enter predominant alder.

69+20 +/- Climbing turn right.

70+27 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

72+45 Install 12” Corrugated Polyethylene Pipe. Construct Ditch on left for 53’ ahead.

912(09) 921(01)

53 L.F.

73+08 Construct Shallow Stream Ford and Gully Crossing

73+74 Climbing turn left.

74+00 +/- Depart Powerline Right-of-Way.

74+80 +/- Enter hemlock and spruce.

74+88 Construct Shallow Stream Ford and Gully Crossing

75+84 Construct Grade Dip. 912(06) 1 Each

77+51 Construct Shallow Stream Ford and Gully Crossing

78+60 Construct Turnpike, Log Retainer, Type 1 for 40’ ahead. 913(01)

22 S.Y.

78+68 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

78+88 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

81+75 Construct Grade Dip. 912(06) 1 Each

83+05 Rock outcrop on right. Construct Grade Dip. 912(06) 1 Each

85+09 Construct Grade Dip. 912(06) 1 Each

SHEET D.32

Description of Work Johnson Pass North to Spokane Ck. 10+00 to 102+92

85+70 Construct Grade Dip. 912(06) 1 Each

87+97 Construct Shallow Stream Ford and Gully Crossing

89+77 Install 12” Corrugated Polyethylene Pipe. Construct Ditch on right for 20’ ahead.

912(09) 921(01)

20 L.F.

96+87 Construct Grade Dip. 912(06) 1 Each

96+97 Construct Ditch on right for 35’ ahead. 912(09) 35 L.F.

97+42 Construct Grade Dip. 912(06) 1 Each

97+52 Construct Ditch on right for 20’ ahead. 912(09) 20 L.F.

98+99 Construct Grade Dip. 912(06) 1 Each

99+94 Construct Grade Dip. 912(06) 1 Each

100+04 Construct Ditch on right for 25’ ahead. 912(09) 25 L.F.

100+39 Construct Grade Dip. 912(06) 1 Each

100+49 Construct Ditch on right for 27’ ahead. 912(09) 27 L.F.

102+92 Approximate south abutment of proposed Spokane Creek

Bridge. End Centerline Staking. End Clearing and Grubbing. End Excavation and project segment.

SHEET D.33

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

103+52 Approximate north abutment to proposed Spokane Creek bridge. Begin Centerline Staking for 8,064’ ahead. Begin Clearing and Grubbing & Excavation for 8,064’ ahead.

See typical control point and tables sheets H.1-7 of drawings. See typical details on sheets C.1-3 of drawings.

908(01) 911(02) 912(01)

8,064 L.F.

8,064 L.F.

8,064 L.F.

103+62 Install 12” Corrugated Polyethylene Pipe. See sheet E.1

104+18 Construct Grade Dip. See typical detail on sheet E.2 of

105+19 Rock outcrop on right.

107+31 Construct Grade Dip. 912(06) 1 Each

110+40 Construct Grade Dip. 912(06) 1 Each

110+60 Construct Shallow Stream Ford and Gully Crossing

112+31 Construct Grade Dip. 912(06) 1 Each

112+70 +/- Enter predominantly alder.

112+71 Construct Shallow Stream Ford and Gully Crossing

114+39 Construct Grade Dip. 912(06) 1 Each

114+71 Construct Shallow Stream Ford and Gully Crossing

114+81 Construct Ditch on right for 44’ ahead. See detail on sheet C.3 of drawings.

912(09) 44 L.F.

115+35 Construct Grade Dip. 912(06) 1 Each

115+55 Construct Grade Dip. 912(06) 1 Each

115+65 Construct Ditch on right for 32’ ahead. 912(09) 32 L.F.

SHEET D.34

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

116+07 Construct Grade Dip. 912(06) 1 Each

116+17 Construct Ditch on right for 62’ ahead. 912(09) 62 L.F.

116+89 Construct Grade Dip. 912(06) 1 Each

116+99 Construct Ditch on right for 45’ ahead. 912(09) 45 L.F.

117+54 Construct Grade Dip. 912(06) 1 Each

117+64 Construct Ditch on right for 137’ ahead. 912(09) 137 L.F.

119+11 Construct Grade Dip. 912(06) 1 Each

119+21 Construct Ditch on right for 80’ ahead. 912(09) 80 L.F.

120+11 Construct Grade Dip. 912(06) 1 Each

120+21 Construct Ditch on right for 34’ ahead. 912(09) 34 L.F.

120+65 Construct Grade Dip. 912(06) 1 Each

120+75 Construct Ditch on right for 108’ ahead 912(09) 108 L.F.

121+93 Construct Grade Dip. 912(06) 1 Each

123+15 Construct Grade Dip. 912(06) 1 Each

124+47 Construct Grade Dip. 912(06) 1 Each

126+51 Construct Shallow Stream Ford and Gully Crossing

127+08 Construct Grade Dip. 912(06) 1 Each

127+47 Construct Shallow Stream Ford and Gully Crossing

127+73 Construct Grade Dip. 912(06) 1 Each

129+40 +/- Enter predominantly hemlock.

SHEET D.35

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

130+26 Construct Grade Dip. 912(06) 1 Each

131+37 Rock outcrop on right.

131+81 Construct Shallow Stream Ford and Gully Crossing

131+91 Construct Ditch on right for 44’ ahead 912(09) 44 L.F.

132+45 Construct Grade Dip. 912(06) 1 Each

133+65 Rock outcrop on right.

134+85 Construct Turnpike, Log Retainer, Type 1 for 35’ ahead.

913(01) 913(03)

35 L.F.

20 S.Y.

136+00 +/- Enter predominantly alder.

136+73 Construct Grade Dip. 912(06) 1 Each

136+83 Construct Ditch on right for 60’ ahead. 912(09) 60 L.F.

137+53 Construct Shallow Stream Ford and Gully Crossing

137+63 Construct Ditch on right for 12’ ahead. 912(09) 12 L.F.

137+85 Construct Grade Dip. 912(06) 1 Each

137+95 Construct Ditch on right for 88’ ahead. 912(09) 88 L.F.

138+93 Construct Grade Dip. 912(06) 1 Each

139+03 Construct Ditch on right for 40’ ahead. 912(09) 40 L.F.

139+53 Construct Grade Dip. 912(06) 1 Each

139+63 Construct Ditch on right for 225’ ahead. 912(09) 225 L.F.

141+98 Construct Grade Dip. 912(06) 1 Each

SHEET D.36

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

143+79 Construct Grade Dip. 912(06) 1 Each

144+40 +/- Enter predominantly hemlock and spruce.

144+82 Construct Grade Dip. 912(06) 1 Each

146+96 Construct Grade Dip. 912(06) 1 Each

147+06 Construct Ditch on right for 45’ ahead. 912(09) 45 L.F.

147+52 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

147+64 Descending turn right.

148+32 Construct Grade Dip. 912(06) 1 Each

150+15 Approximate south abutment proposed Bertha Creek bridge. Bridge construction to be completed by others.

150+75 Approximate north abutment proposed Bertha Creek bridge.

151+74 Construct Shallow Stream Ford and Gully Crossing

153+64 Construct Grade Dip. 912(06) 1 Each

156+48 Construct Shallow Stream Ford and Gully Crossing

156+68 Construct Grade Dip. 912(06) 1 Each

156+78 Construct Ditch on right for 160’ ahead. 912(09) 160 L.F.

158+48 Construct Grade Dip. 912(06) 1 Each

158+58 Construct Ditch on right for 200’ ahead. 912(09) 200 L.F.

160+68 Construct Grade Dip. 912(06) 1 Each

161+84 Construct Grade Dip. 912(06) 1 Each

SHEET D.37

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

162+72 Rock outcrop on right.

163+00 Construct Grade Dip. 912(06) 1 Each

164+38 Construct Grade Dip. 912(06) 1 Each

165+18 Construct Grade Dip. 912(06) 1 Each

169+60 Construct Grade Dip. 912(06) 1 Each

170+50 Construct Grade Dip. 912(06) 1 Each

171+80 Construct Grade Dip. 912(06) 1 Each

175+17 Descending turn right.

176+50 +/- Enter predominantly alder.

176+78 Construct Puncheon with Decking for 32’ ahead. See

932(01) 32 L.F.

177+20 Construct Shallow Stream Ford and Gully Crossing

177+30 Construct Puncheon with Decking for 35’ ahead. 932(01) 35 L.F.

177+65 Construct Ditch on right for 82’ ahead. 912(09) 82 L.F.

178+57 Construct Grade Dip. 912(06) 1 Each

178+80 +/- Enter predominantly hemlock.

179+75 Construct Grade Dip. 912(06) 1 Each

179+85 Construct Ditch on right for 52’ ahead. 912(09) 52 L.F.

180+47 Construct Grade Dip. 912(06) 1 Each

181+74 Construct Grade Dip. 912(06) 1 Each

182+64 Construct Shallow Stream Ford and Gully Crossing

SHEET D.38

Description of Work Spokane Creek to Section 26 Creek 103+52 to 184+16

182+81 Construct Ditch on right for 35’ ahead. 912(09) 35 L.F.

183+00 +/- Enter predominantly alder.

183+26 Construct Grade Dip. 912(06) 1 Each

183+36 Construct Ditch on right for 50’ ahead. 912(09) 50 L.F.

184+16 Approximate south abutment of proposed Section 26

Creek Bridge. End Centerline Staking. End Clearing and Grubbing. End Excavation and project segment.

SHEET D.39

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

184+86 Approximate north abutment to proposed Section 26

Creek bridge. Begin Centerline Staking for 11,567’ ahead. Begin Clearing and Grubbing & Excavation for 11,567’ ahead. See typical control point and tables sheets H.1-7 of drawings. See typical details on sheets C.1-3 of drawings. Continue predominant alder and grasses.

908(01) 911(02) 912(01)

11,567 L.F.

11,567 L.F.

11,567 L.F.

185+91 Construct Grade Dip. See typical detail on sheet E.2 of

186+01 Construct Ditch on right for 132’ ahead. See detail on sheet C.3 of drawings.

912(09) 132 L.F.

187+43 Construct Grade Dip. 912(06) 1 Each

187+53 Construct Ditch on right for 87’ ahead. 912(09) 87 L.F.

188+50 Construct Grade Dip. 912(06) 1 Each

188+60 Construct Ditch on right for 102’ ahead. 912(09) 102 L.F.

189+72 Construct Grade Dip. 912(06) 1 Each

189+82 Construct Ditch on right for 23’ ahead. 912(09) 23 L.F.

190+15 Construct Shallow Stream Ford and Gully Crossing

190+25 Construct Ditch on right for 6’ ahead. 912(09) 6 L.F.

190+41 Construct Grade Dip. 912(06) 1 Each

190+51 Construct Ditch on right for 75’ ahead. 912(09) 75 L.F.

191+36 Construct Shallow Stream Ford and Gully Crossing

191+56 Construct Shallow Stream Ford and Gully Crossing

191+66 Construct Ditch on right for 126’ ahead. 912(09) 126 L.F.

193+02 Construct Grade Dip. 912(06) 1 Each

SHEET D.40

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

193+12 Construct Ditch on right for 19’ ahead. 912(09) 19 L.F.

193+41 Construct Grade Dip. 912(06) 1 Each

193+51 Construct Ditch on right for 48’ ahead. 912(09) 48 L.F.

194+09 Construct Grade Dip. 912(06) 1 Each

194+19 Construct Turnpike, Sawn Timber Retainer, Type 1 for 43’ ahead. See sheet F.1 of drawings.

913(01)A 913(03)

43 L.F.

24 S.Y.

194+62 Construct Ditch on right for 166’ ahead. 912(09) 166 L.F.

196+38 Construct Grade Dip. 912(06) 1 Each

196+48 Construct Ditch on right for 116’ ahead. 912(09) 116 L.F.

197+74 Construct Grade Dip. 912(06) 1 Each

197+84 Construct Ditch on right for 39’ ahead. 912(09) 39 L.F.

198+33 Construct Shallow Stream Ford and Gully Crossing

198+43 Construct Ditch on right for 116’ ahead. 912(09) 116 L.F.

199+69 Construct Grade Dip. 912(06) 1 Each

199+79 Construct Ditch on right for 29’ ahead. 912(09) 29 L.F.

200+18 Construct Shallow Stream Ford and Gully Crossing

200+38 Construct Shallow Stream Ford and Gully Crossing

200+48 Construct Ditch on right for 116’ ahead. 912(09) 116 L.F.

201+64 Construct Puncheon with Decking for 45’ ahead. See

932(01) 45 L.F.

202+09 Construct Ditch on right for 32’ ahead. 912(09) 32 L.F.

SHEET D.41

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

202+51 Construct Shallow Stream Ford and Gully Crossing

202+61 Construct Ditch on right for 151’ ahead. 912(09) 151 L.F.

204+22 Construct Shallow Stream Ford and Gully Crossing

204+32 Construct Ditch on right for 57’ ahead. 912(09) 57 L.F.

204+99 Construct Grade Dip. 912(06) 1 Each

205+09 Construct Ditch on right for 70’ ahead. 912(09) 70 L.F.

205+89 Construct Grade Dip. 912(06) 1 Each

205+99 Construct Ditch on right for 27’ ahead. 912(09) 27 L.F.

206+26 Construct Turnpike, Sawn Timber Retainer, Type 1 for

157’ ahead.

913(01)A 913(03)

157 L.F.

88 S.Y.

206+39 Install 12” Corrugated Polyethylene Pipe. See sheet E.1

207+74 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

207+83 Construct Ditch on right for 43’ ahead. 912(09) 43 L.F.

208+36 Construct Shallow Stream Ford and Gully Crossing

208+46 Construct Ditch on right for 77’ ahead. 912(09) 77 L.F.

209+23 Construct Puncheon with Decking for 102’ ahead. Wet area on left for approximately 100’ ahead.

932(01) 102 L.F.

210+25 Construct Ditch on right for 57’ ahead. 912(09) 57 L.F.

210+92 Construct Grade Dip. 912(06) 1 Each

211+02 Construct Ditch on right for 26’ ahead. 912(09) 26 L.F.

SHEET D.42

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

211+38 Construct Shallow Stream Ford and Gully Crossing

212+32 Construct Grade Dip. 912(06) 1 Each

213+09 Construct Shallow Stream Ford and Gully Crossing

214+77 Construct Grade Dip. 912(06) 1 Each

215+37 Construct Shallow Stream Ford and Gully Crossing

217+03 Construct Grade Dip. 912(06) 1 Each

217+31 Construct Shallow Stream Ford and Gully Crossing

218+66 Construct Turnpike, Sawn Timber Retainer, Type 1 for 27’

913(01)A 913(03)

27 L.F.

15 S.Y.

218+85 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

219+19 Construct Grade Dip. 912(06) 1 Each

219+85 Construct Shallow Stream Ford and Gully Crossing

219+95 Construct Ditch on right for 22’ ahead. 912(09) 22 L.F.

220+17 Construct Turnpike, Sawn Timber Retainer, Type 1 for 97’

913(01)A 913(03)

97 L.F.

54 S.Y.

220+42 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

220+87 Install 12” Corrugated Polyethylene Pipe. 921(01) 6 L.F.

221+24 Construct Grade Dip. 912(06) 1 Each

221+34 Construct Ditch on right for 159’ ahead. 912(09) 159 L.F.

223+03 Construct Grade Dip. 912(06) 1 Each

SHEET D.43

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

223+80 +/- Creek approximately 30’ left for approximately 200’

224+28 Construct Grade Dip. 912(06) 1 Each

224+87 Construct Grade Dip. 912(06) 1 Each

225+55 Approximate south abutment to proposed Taylor Creek

225+85 Approximate north abutment to proposed Taylor Creek bridge.

226+17 Construct Grade Dip. 912(06) 1 Each

229+57 Construct Grade Dip. 912(06) 1 Each

229+67 Construct Ditch on right for 52’ ahead. 912(09) 52 L.F.

230+29 Construct Grade Dip. 912(06) 1 Each

231+40 +/- Enter predominantly hemlock.

237+07 Construct Grade Dip. 912(06) 1 Each

237+76 Construct Shallow Stream Ford and Gully Crossing

237+80 +/- Enter predominantly alder & grasses.

238+05 Construct Ditch on right for 188’ ahead. 912(09) 188 L.F.

240+03 Construct Shallow Stream Ford and Gully Crossing

240+10 Enter predominantly hemlock.

241+59 Construct Grade Dip. 912(06) 1 Each

242+70 +/- Enter predominantly alder.

242+79 Construct Grade Dip. 912(06) 1 Each

SHEET D.44

Description of Work Section 26 Creek to Tincan 184+86 to 300+53

245+73 Construct Turnpike, Sawn Timber Retainer, Type 1 for 10’

913(01)A 913(03)

250+77 Construct Turnpike, Sawn Timber Retainer, Type 1 for

235’ ahead.

913(01)A 913(03)

235 L.F.

131 S.Y.

253+77 Construct Turnpike, Sawn Timber Retainer, Type 1 for 80’

913(01)A 913(03)

80 L.F.

44 S.Y.

254+57 Construct Ditch on right for 68’ ahead. 912(09) 68 L.F.

255+35 Construct Grade Dip. 912(06) 1 Each

255+84 Construct Turnpike, Sawn Timber Retainer, Type 1 for

104’ ahead.

913(01)A 913(03)

104 L.F.

58 S.Y.

256+98 Construct Grade Dip. 912(06) 1 Each

257+08 Construct Ditch on right for 88’ ahead. 912(09) 88 L.F.

258+06 Construct Grade Dip. 912(06) 1 Each

258+16 Construct Turnpike, Sawn Timber Retainer, Type 1 for

101’ ahead.

913(01)A 913(03)

101 L.F.

56 S.Y.

259+27 Construct Grade Dip. 912(06) 1 Each

259+37 Construct Turnpike, Sawn Timber Retainer, Type 1 for 62’

913(01)A 913(03)

62 L.F.

34 S.Y.

260+09 Construct Shallow Stream Ford and Gully Crossing

260+19 Construct Turnpike, Sawn Timber Retainer, Type 1 for

137’ ahead.

913(01)A 913(03)

137 L.F.

76 S.Y.

261+60 +/- Enter…