Exhibit 1 - Drawings and addt'l Specs B.pdf

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RECOVERY* Upper Tellico Road Const. , Nantahala National Forest, North Carolina
Solicitation number
AG-4419-S-10-0470
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Exhibit 1 - Drawings and Add'l Specs

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M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp e 2, ba ck fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P la te

A rc h in cl ud in g fo ot in gs , h ea dw al ls a nd je ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

NFSR 420-04, Fain Ford

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

Schedule of Work

Item Number:

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End

0+00 0.33 0.33 0.33

0+00 140+00 2.7

0+00 140+00 4.9

0+00 140+00 0.33 2.7

0+00 140+00

0+70

1+50

2+40

3+10

4+20

4+85 7 1 4 16 30

Existing Dip & Sediment Basin

Replace Existing Culvert with 24"x30' CMP to Accommodate Widened Road

Recondition Roadway

Clear in accordance with Typical Sections

Linear Grade Roadway. Widen Road as necessary for 12' Width Minimum.

Where Possible Excavate Berm to Gain Width. Use Excavated Material for Embankment Construction for Curve Widening and for Building up Entrenched Portions of Roadway.

Widen Curves as Described on this Schedule of Work

Seed Disturbed Areas

Existing Dip & Sediment Basin

Beginning of Work at Intersection with Trail 1

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Station Unit of Measure:

Description of Work

Existing Dip & Sediment Basin

4+85 7 1 4 16 30

4+90

5+80

6+50

7+65

8+10

9+00

9+00 20+00 1100

9+90

10+35

11+15

11+85

12+40

13+45 7 1 4 16 30

13+90 Existing Dip & Sediment Basin

Replace Existing Culvert with 24"x30' CMP to Accommodate Widened Road

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Replace Existing Culvert with 24"x30' CMP to Accomdodate Widened Road

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Culvert to Remain

Install Silt Fence at Toe of Slope

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

14+68

15+45 7 1 4 16 30

15+60

16+10

16+70

17+05

18+10

18+60

19+40

19+45 19+95

NFSR 420-04, Fain Ford

Schedule of Work

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Replace Existing Culvert with 24"x30' CMP to Accomdodate Widened Road

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Construct Rolling Dip

Taper Roadway Width from 12' to 23' ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End

NFSR 420-04, Fain Ford

Station

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

Item Number:

Unit of Measure:

Schedule of Work

Description of Work

19+90

19+95 22+70

20+65

21+10

21+75

22+40

22+70 23+20

22+65

23+40

23+65 24+15

24+00

24+15 25+10

24+85

25+10 7 1 4 16 40

25+10 25+60

Replace Existing Culvert with 24"x40' CMP to Accomdodate Widened Road

Taper Roadway Width from 12' to 21'

Widen Curve on Fill to a Roadway Width of 21'

Taper Roadway Width from 21' to 12'

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Culvert to Remain

Existing Grade Sag & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Widen Curve on Fill to a Roadway Width of 23'

Taper Roadway Width from 23' to 12' Width

25+10 25+60

25+65

26+45

27+60

28+67

29+78

30+66

30+86 8

31+62

32+82

33+70 8

34+33

35+32

36+26 8

36+76

37+81

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Taper Roadway Width from 21 to 12

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

37+81

38+50

39+00 7 4 16 30

39+11

40+46 7 4 16 30

40+71 8

41+69

42+68

43+00 43+50

43+50 44+80

44+80 45+30

43+63

44+57

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 420-04, Fain Ford

Schedule of Work

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

Taper Roadway Width from 12' to 18'

Widen Curve into Cut Slope to a Width of 18'

Taper Roadway Width from 18' to 12'

Install Rolling Dip

Grade Out Existing Dip. Use Material as Cover for Culvert.

Install 24"x30' CMP at Spring

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Install 24"x30' CMP at Spring

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

55UPPER TELLICO ROADS RECONSTRUCTION Schedule of WorkREGION 8 ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

NFSR 420-04, Fain Ford

Station

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

Item Number:

Unit of Measure:

Schedule of Work

Begin End

45+30

46+03

46+80

47+98

49+18

50+14

51+00

51+81

52+77

53+70

53+70 54+20

54+20 8

54+20 55+80

55+20

55+80 56+30

Description of Work

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Taper Roadway from 12' to 18'

Widen Curve into Cut Slope to a Width of 18'

Taper Roadway Width from 18' to 12'

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

55+80 56+30

56+67

57+54 8

57+78 8

58+62

59+76 8

60+45 8

61+31 8

62+02 8

62+63

62+96 8

63+29 8

63+84 8

64+91

65+29 8

65+65 8

Regrade and Armor Existing Rolling Dip

R d d A E i ti R lli Di

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Intersection with Trail 11

Taper Roadway Width from 18' to 12'

65+65 8

66+75 67+25

66+76 8

67+00 135+00

67+25 67+95

67+91 8

67+95 68+45

68+79 8

69+61 8

70+36 8

71+24

72+70

73+40

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

NFSR 420-04, Fain Ford

Schedule of Work

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Widen Roadway as Necessary for 12' Width

Taper Roadway Width from 12' to 21'

Widen Curve on Fill to a Roadway Width of 21'

Taper Roadway Width from 21' to 12'

55REGION 8 UPPER TELLICO ROADS RECONSTRUCTION Schedule of Work n on s ta ki ng a nd s ur ve yi ng ng

, M et ho d

I, To le ra nc e

B nd G ru bb in g f C ul ve rts xc av at io n, ru ct io n

C on st ru ct io n

R ec on st ru ct io n

C on st ru ct io n

Tr ap

C on st ru ct io n

O bl ite ra tio n, M et ho d di ng ra p, C la ss B su rfa ce c ou rs e, N

C D

O T pa ct io n

M et ho d

A su rfa ce c ou rs e, R ai m pa ct io n M et ho d A nd io ni ng e C ul ve rt, G au ge m in iz ed -S te el

T yp pa ct io n m et ho d b en B ot to m S tru ct ur al

P g fo ot in gs

, h ea dw al ls ke rs en B ot to m S tru ct ur al

P fo ot in gs

, h ea dw al ls ke yd ra ul lic

M et ho d

Tr af fic C on tro l d C lo su re G at e

Schedule of Work

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

NFSR 420-04, Fain Ford

M ob ili za tio n

C on st ru ct io n S lo pe

S ta ki n

S ilt

F en ce

H ay

B al es

C le ar in g an d

R em ov al o f

D ra in ag e ex

D itc h co ns tr

R ol lin g

D ip

C

R ol lin g

D ip

W at er B ar C

S ed im en t T r

B la st in g

R oa dw ay

O

Li ne ar G ra d

P la ce d

R ip r

A gg re ga te s

A B

C , C om p

A gg re ga te s

B al la st

, C om

R oa d R ec on

-in ch P ip e

(0 .0

) A lu m ba ck fil l c om

' x

' O pe A rc h in cl ud i ob je ct m ar k

' x

' O p e A rc h in cl ud i ob je ct m ar k

S ee di ng

, H y

Te m po ra ry T

In st al l R oa d

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End

74+32

74+89

75+67

76+74

77+40

77+75 78+25

78+25 80+95

78+30 8

79+14 8

Station

Reconditioning

Item Number:

Unit of Measure:

Description of Work

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Taper Roadway Width from 12' to 28'

Widen Curve on Fill to a Roadway Width of 28'

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

79+14 8

79+89 8

80+56 8

80+95 81+45

81+45 84+20

81+56 8

82+48

83+32 8

84+20 84+70

84+28 8

85+05 8

86+06 8

87+00 87+50

87+18 8

87+50 89+15

88+57

Taper Roadway Width from 12' to 28'

Widen Curve on Fill to a Width of 28'

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

E i ti Di & S di t B i

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Taper Roadway Width from 28' to 14'

Widen Curve on FIll to Roadway Width o 14'

Taper Roadway Width from 14' to 12'

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

88+57

89+15 89+65

89+46

89+65 92+35

90+56

91+38 8

92+04 8

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 420-04, Fain Ford

Schedule of Work

Taper Roadway Width from 28' to 14'

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Widen Curve on Fill to a Roadway Width of 14' ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End

Schedule of Work

Description of Work

NFSR 420-04, Fain Ford

Station

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

Item Number:

Unit of Measure:

Begin End

92+35 92+85

92+57 8

92+85 93+50

93+41

93+50 94+00

94+01

94+49 8

95+24 8

95+60 96+10

95+83 8

96+10 97+30

96+76

97+30 97+80

97+92

98+00 98+50

Description of Work

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Widen Curve into Cut Slope to a Width of 18'

Taper Roadway Width from 18' to 12'

Taper Roadway Width from 12' to 18'

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Taper Roadway Width from 14' to 25'

Widen Curve on Fill to a Roadway Width of 25'

Taper Roadway Width from 25' to 12'

Taper Roadway Width from 12' to 18'

98+00 98+50

98+50 100+15

98+73 8

99+69

100+15 100+65

101+08

102+14

102+77

103+59

104+04

104+95

105+85

106+78 8

107+30 107+80

107+40

107+80 110+60

Taper Roadway Width from 18' to 12'

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Taper Roadway Width from 12' to 18'

Wid C Fill t R d Width f 18'

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Taper Roadway Width from 12' to 18'

Widen Curve on Fill to a Roadway Width of 18'

Existing Dip & Sediment Basin

107+80 110+60

108+27

109+41 8

110+60 111+10

110+61 8

111+31

111+50

112+14 8

112+79

113+00 113+50

113+50 114+00

113+53 8

114+06

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

NFSR 420-04, Fain Ford

Schedule of Work

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

Existing Culvert to Remain

Taper Roadway Width on Fill at Curve to a Width of 24'

Taper Roadway Width from 24' to 12'

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Widen Curve on Fill to a Roadway Width of 18'

Taper Roadway Width from 18' to 12'

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

55UPPER TELLICO ROADS RECONSTRUCTION Schedule of WorkREGION 8 ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Schedule of WorkNFSR 420-04, Fain Ford

Station

FP-03, Supplemental Specifications for

Upper Tellico Road Reconditioning

Item Number:

Unit of Measure:

114+81

115+48

115+97

116+70 8

117+00 121+00 400

117+28

117+65

117+75 118+25

118+10

118+25 120+70

118+50

118+65

119+05

119+40

119+48 200 1 80 60

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Bridge

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Taper Roadway Width from 12' to 23'

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Culvert to Remain

Install Silt Fence Along Toe of Slope

Remove Existing Culvert and Replace with 14' x 6' x 60' Open Bottom Structural Plate Arch with Headwalls and Footings

Widen Curve on Fill to a Roadway Width of 23'

119+56

119+75

120+55

120+70 121+20

121+30

122+00

123+48 5 1 8

124+95 5 1 8

126+43

127+13 8

127+77 8

128+48

129+28

130+33

131+01

Install Rolling Dip

Install Rolling Dip

End Bridge

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Taper Roadway Width from 23' to 12'

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Regrade and Armor Existing Rolling Dip

Regrade and Armor Existing Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin g

131+75

132+61

133+84

135+03

135+48

136+94 5 1 8

137+79

138+40 8

138+77

140+00 1

0.33 0.33 1700 57 4.9 5 0 3 0 0 0 0.33 0 2.7 24 176 400 2.7 190 0 60 0 0.33 1

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 420-04, Fain Ford

Schedule of Work

Intersection with Trail 3

Armor and Regrade Dip to Drain

Existing Dip & Sediment Basin

Install Gate

Construct Rolling Dip

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Dip & Sediment Basin

Existing Culvert to Remain

Existing Dip & Sediment Basin

Total Quantity of Work:

55REGION 8 UPPER TELLICO ROADS RECONSTRUCTION Schedule of Work

FP-03, Supplemental Specifications for

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

NFSR 402-5, Tellico River

Station

Schedule of Work

N

FS

R

-5

, T el lic o

R iv er

Begin End Description of Work

0+00 Work begins at junction with Trail 1 0.34 0.34 0.34 0+00 5420 Install Silt Fence Along Toe of Slope Above Creek 5420 0+00 5420 Clear and Grub as shown in Typicals 1.9 0+00 5420 Recondition Roadbed

0+00 5420 Seed Disturbed Areas

0+60 Existing Grade Dip

1+95 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30 3+00 Existing Rolling Dip

4+15 Existing Rolling Dip

5+10 Install Rolling Dip 1 8 6+05 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30

6+05 5420 Grade and Widen Roadway as Necessary for Required Widths.

Seed Disturbed Areas 0.34 1.1 0.9

7+25 Existing Rolling Dip7+25 Existing Rolling Dip

8+25 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30 8+50 Existing Culvert to Remain

9+15 Existing Rolling Dip

9+85 Existing Rolling Dip

11+30 Install Rolling Dip 1 8 12+60 Existing Rolling Dip

13+65 Existing Rolling Dip

14+70 Install Rolling Dip 1 8 15+75 Existing Rolling Dip

16+70 Existing Rolling Dip

17+40 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30 18+65 Existing Rolling Dip

19+80 Install Rolling Dip 1 8 20+95 Existing Rolling Dip

22+35 Existing Culvert to Remain

22+60 Existing Rolling Dip

23+20 Existing Rolling Dip

24+15 Existing Rolling Dip

25+65 Existing Rolling Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 402-5, Tellico River

Schedule of Work

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey pe

S ta ki ng

, M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou rs e, N

C D

O T

A B

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou rs e, R ai la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

' x

' O pe n

B ot to m

S tru ct ur al P h in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Schedule of Work

2-

5, T el lic o R iv er

NFSR 402-5, Tellico River

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

26+65 Existing Rolling Dip

27+75 Existing Rolling Dip

30+00 Remove Existing Culvert and Replace with 12' x 5' x 50' Open Bottom Structural Plate Arch with Headwalls and Footings 100 48 50

30+55 Existing Rolling Dip

31+05 Existing Rolling Dip

32+40 Existing Rolling Dip

33+35 Existing Rolling Dip

34+50 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30 35+05 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30 35+45 Existing Rolling Dip

36+25 Existing Rolling Dip

37+40 Existing Rolling Dip

38+10 Existing Rolling Dip

Station N

FS

R

38+10 Existing Rolling Dip

38+85 Existing Rolling Dip

40+40 Existing Rolling Dip

41+45 Install Rolling Dip 1 8 42+50 Existing Rolling Dip

43+50 Existing Rolling Dip

44+10 Existing Rolling Dip

45+80 Existing Rolling Dip

47+18 Install Rolling Dip

48+55 Existing Rolling Dip

49+40 Exixting Culvert to Remain

50+77 Install Rolling Dip 1 8 52+13 Install Rolling Dip 1 8 53+50 Begin Bridge

54+20 End Bridge

0.34 0.34 5520 42 1.9 6 0 7 0 0 0 0.34 0 1.1 24 144 56 0 180 50 0 0.9 0.34 0

Total Quantity of Work:

NFSR 402-5, Tellico River

Schedule of Work

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

FP-03, Supplemental Specifications for

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou e, N C

D O

T

AB

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou

R ai lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp e 2, b ac kf ill c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct ur

P te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

0+00 11892 Road Work Begins at Junction with 420 1 0 33 0 33 0 33

NFSR 420-06, State Line

Station

Schedule of Work

0+00 11892 Road Work Begins at Junction with 420-1 0.33 0.33 0.33

0+00 11892 Clear and Grub Trail Section as Required in Plans 4.1

0+00 11892

Grade Roadway. Widen Road as necessary for 12' Width Minimum.

Where Possible Excavate Berm to Gain Width. Use Excavated Material for Embankment Construction to Build up Entrenched Portions of Roadway.

Widen Curves as Described on this Schedule of Work 2.3

0+00 11892 Recondition Roadway

0+00 11892 Seed Disturbed Areas Along Road

0+13 Existing Rolling Dip

0+26 Existing Gate

1+02 Regrade And Armor Existing Rolling Dip 8 1+94 Regrade And Armor Existing Rolling Dip 8 2+72 Regrade And Armor Existing Rolling Dip 8 3+72 Existing Rolling Dip

4+76 Regrade And Armor Existing Rolling Dip 8 5+66 Regrade And Armor Existing Rolling Dip 85+66 Regrade And Armor Existing Rolling Dip 8 6+34 Regrade And Armor Existing Rolling Dip 8 7+46 Regrade And Armor Existing Rolling Dip 8 8+74 Regrade And Armor Existing Rolling Dip 8 9+54 Install Rolling Dip 5 1 8

10+20 Intersection of Parking on Right

10+34 Regrade And Armor Existing Rolling Dip 8 10+74 Regrade And Armor Existing Rolling Dip 8 11+00 Existing Rolling Dip

11+82 Existing Rolling Dip

12+70 Existing Rolling Dip

13+41 Replace Existing Culvert with 24"x 30' CMP 7 1 4 16 30

13+41 11892

Construct Roadside Ditch with Ditch Blocks every 50'. Shed water where possible. 10551 160

13+62 Existing Rolling Dip

14+26 Existing Rolling Dip

14+80 Existing Rolling Dip

15+76 Regrade And Armor Existing Rolling Dip 8 16+54 Existing Rolling Dip

17+14 Existing Rolling Dip

17+60 Existing Rolling Dip

18+00 Existing Rolling Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 420-06, State Line

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T

AB

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp e 2, b ac kf ill c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

NFSR 420-06, State Line

Station

Schedule of Work

20+06 Regrade And Armor Existing Rolling Dip 8 20+58 Regrade And Armor Existing Rolling Dip 820+58 Regrade And Armor Existing Rolling Dip 8 21+16 Regrade And Armor Existing Rolling Dip 8 22+16 Regrade And Armor Existing Rolling Dip 8 23+50 Existing Rolling Dip

23+98 Existing Rolling Dip

24+64 Existing Rolling Dip

25+46 Existing Rolling Dip

26+14 Existing Rolling Dip

26+74 Regrade And Armor Existing Rolling Dip 8 27+30 Existing Rolling Dip

27+84 Existing Rolling Dip

28+16 Existing Rolling Dip

28+84 Existing Rolling Dip

29+48 Regrade And Armor Existing Rolling Dip 8 30+12 Existing Rolling Dip

30+70 Existing Rolling Dipg g

31+56 Existing Rolling Dip

31+90 Existing Rolling Dip

32+48 Existing Rolling Dip

33+40 Existing Rolling Dip

33+76 Regrade And Armor Existing Rolling Dip 8 34+10 Existing Rolling Dip

34+58 Existing Rolling Dip

35+38 Existing Rolling Dip

36+12 Existing Rolling Dip

36+62 Existing Rolling Dip

37+32 Existing Rolling Dip

38+30 Regrade And Armor Existing Rolling Dip 8 38+84 Regrade And Armor Existing Rolling Dip 8 39+26 Existing Rolling Dip

40+12 Regrade And Armor Existing Rolling Dip 8 41+10 Existing Rolling Dip

42+00 Existing Rolling Dip

42+65 4315 Taper Roadway Width from 12' to 30'

42+70 Existing Rolling Dip

43+15 4470 Widen Curve in Cut to a Roadway Width of 30'

44+00 Regrade And Armor Existing Rolling Dip 8 44+70 Existing Rolling Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T

AB

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp e 2, b ac kf ill c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

NFSR 420-06, State Line

Station

Schedule of Work

44+70 4520 Taper Roadway Width from 30' to 12'44 70 4520 Taper Roadway Width from 30 to 12

44+96 Existing Rolling Dip

45+64 Existing Rolling Dip

46+50 Existing Rolling Dip

47+40 Existing Rolling Dip

48+80 Existing Rolling Dip

50+00 Existing Rolling Dip

50+54 Regrade And Armor Existing Rolling Dip 8 51+26 Regrade And Armor Existing Rolling Dip 8 52+06 Install Rolling Dip 5 1 8 52+86 Regrade And Armor Existing Rolling Dip 8 53+88 Regrade And Armor Existing Rolling Dip 8 54+56 Existing Rolling Dip

55+80 Regrade And Armor Existing Rolling Dip 8 56+42 Regrade and Armor Existing Sag 8 56+86 Regrade And Armor Existing Rolling Dip 8 57+49 Install Rolling Dip 5 1 8 58+12 Regrade And Armor Existing Rolling Dip 8 58+50 Regrade And Armor Existing Rolling Dip 8 59+22 Replace Existing Culvert with 24"x 30' CMP 7 1 4 16 30 59+84 Existing Rolling Dip

60+66 Existing Rolling Dip

61+40 Regrade And Armor Existing Rolling Dip 8 62+44 Regrade And Armor Existing Rolling Dip 8 62+92 Regrade And Armor Existing Rolling Dip 8 63+38 Regrade And Armor Existing Rolling Dip 8 63+98 Regrade And Armor Existing Rolling Dip 8 64+96 Regrade And Armor Existing Rolling Dip 8 65+70 Regrade And Armor Existing Rolling Dip 8 66+30 Regrade And Armor Existing Rolling Dip 8 67+04 Regrade And Armor Existing Rolling Dip 8 67+50 Existing Rolling Dip

68+18 8 68+88 Regrade And Armor Existing Rolling Dip 8

69+85 Existing Rolling Dip

70+38 Existing Rolling Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T

AB

C , C om pa ct io n M et ho d A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp e 2, b ac kf ill c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

NFSR 420-06, State Line

Station

Schedule of Work

71+06 Regrade And Armor Existing Rolling Dip 8 71+66 Regrade And Armor Existing Rolling Dip 871+66 Regrade And Armor Existing Rolling Dip 8 72+34 Regrade And Armor Existing Rolling Dip 8 73+04 Existing Rolling Dip

73+46 Existing Rolling Dip

74+14 Existing Rolling Dip

75+04 Existing Rolling Dip

75+94 Existing Rolling Dip

76+78 Existing Rolling Dip

77+40 18' X 20' CMP

77+94 Existing Rolling Dip

78+96 Existing Rolling Dip

80+16 Existing Rolling Dip

80+96 Existing Rolling Dip

81+88 Regrade and Armor Existing Sag 8

82+54 Existing Rolling Dip

83+28 Regrade And Armor Existing Rolling Dip 883 28 g g g

83+84 Existing Rolling Dip

84+70 Existing Rolling Dip

85+24 Existing Rolling Dip

86+10 Existing Rolling Dip

87+10 Existing Rolling Dip

88+34 Regrade And Armor Existing Rolling Dip 8

89+42 Regrade And Armor Existing Rolling Dip 8

89+68 Regrade and Armor Existing Sag 8

91+02 Regrade and Armor Existing Sag 8

91+40 Existing Rolling Dip

91+94 Regrade and Armor Existing Sag 8

92+96 Existing Rolling Dip

93+94 Regrade And Armor Existing Rolling Dip 8

94+88 Existing Rolling Dip

95+92 Install Rolling Dip 5 1 16

96+96 Existing Rolling Dip

96+70 Existing Rolling Dip

98+20 Existing Rolling Dip

98+98 Existing Rolling Dip

99+28 Existing Rolling Dip

100+48 Existing Rolling Dip

101+00 Existing Rolling Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

st ak in g an d op e

S ta ki ng le ra nc e B

G ru bb in g

C ul ve rts ca va tio n, uc tio n

C on st ru ct io n

R ec on st ru ct io n on st ru ct io n ap C on st ru ct io n lit er at io n, M et ho d ng p, C la ss

B ur fa ce c ou

, C om pa ct io n ur fa ce c ou as t, C om pa ct io n di on in g

C ul ve rt, G au ge in iz ed -S te el

T yp e m pa ct io n m et ho d b

B ot to m

S tru ct cl ud in g fo ot in gs nd o bj ec t m ar ke rs

B ot to m

S tru ct cl ud in g fo ot in gs nd o bj ec t m ar ke rs dr au lli c

M et ho d ra ffi c C on tro l

C lo su re

G at e

NFSR 420-06, State Line Schedule of Work

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n s su rv ey in g, S lo M et ho d I, To le

S ilt

F en ce

H ay

B al es

C le ar in g an d

R em ov al o f C

D ra in ag e ex c D itc h co ns tru c

R ol lin g

D ip

C o

R ol lin g

D ip

R e

W at er B ar C o

S ed im en t T ra

R oa dw ay

O bl

Li ne ar G ra di n

P la ce d

R ip ra p

A gg re ga te s u N

C D

O T

AB

C

M et ho d A

A gg re ga te s u R ai lro ad B al la

M et ho d

A

R oa d R ec on d

-in ch P ip e

C (0

.0

) A lu m i

2, b ac kf ill c om

' x

' O pe n

P la te A rc h in c he ad w al ls a nd

' x

' O pe n

P la te A rc h in c he ad w al ls a nd

S ee di ng

, H yd

Te m po ra ry T r

In st al l R oa d

C

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Begin End Description of Work

Station

102+24 Install Rolling Dip 5 1 8 103+48 Existing Rolling Dip

104+08 Existing Rolling Dip

104+68 Existing Rolling Dip

105+32 Existing Rolling Dip

105+96 Existing Rolling Dip

106+66 Existing Rolling Dip

107+44 Existing Rolling Dip

108+28 Existing Rolling Dip

108+84 Existing Rolling Dip

109+28 Existing Rolling Dip109 28 Existing Rolling Dip

110+06 Existing Rolling Dip

110+70 Existing Rolling Dip

111+32 Existing Rolling Dip

112+00 18" x 20' CMP

112+14 Regrade and Armor Existing Sag 8 113+00 Regrade and Armor Existing Sag 8 114+70 Rolling Dip

115+36 Regrade and Armor Existing Sag 8 116+14 Install Rolling Dip 5 1 8

116+92 Regrade and Armor Existing Sag 8

117+62 Existing Rolling Dip

118+18 Existing Rolling Dip

118+54 Regrade and Armor Existing Sag 8 118+92 Regrade and Armor Existing Sag 8 11900 Install Closure Gate at End of Road 1

0.33 0.33 0.00 44.00 4.10 2.00 ####### 6.00 0.00 0.00 0.00 0.00 2.30 8.00 32.00 688.00 0.00 60.00 0.00 0.00 0.00 0.33 1.00

26U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

NFSR 420-06, State Line

Total Quantity of Work:

FOREST SERVICE

REGION 8

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION Schedule of Work

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T A

B C

, C om pa ct io n

M et ho d

A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Description of Work

0+00 Begin Work at Intersection with 420-1 0 0 0

0+00 13526 Clear Roadway in Accordance with Design Typicals 3 2

Schedule of WorkNFSR 420-02, Tipton Knob

Station

EndBegin

0+00 13526 Typicals 3.2

0+00 13526 Grade Roadway. Widen Roadway as Necessary to Specified Widths. 0 2.6

0+00 13526 Use Excavated Material From Widening to Build up Roadway in Entrenched Sections

0+00 13526 Recondition Roadway 1.8

0+00 13526 Seed Disturbed Areas 4.7

0+00 13526 Construct Roadside Ditch with Ditch Blocks every 50'. Shed water where possible. 13526 208

0+21 Regrade and Armor Rolling Dip 8

0+60 Install Gate 1

1+26 Install Rolling Dip 5 1 8

2+31 Install Rolling Dip 5 1 8

3+36 Regrade and Armor Rolling Dip 8

4+03 Install Rolling Dip 5 1 8

4+69 Regrade and Armor Rolling Dip 8

5+30 Install Rolling Dip 5 1 8

5+93 Regrade and Armor Rolling Dip 8

7+05 Regrade and Armor Rolling Dip 8

7+54 Install Rolling Dip 5 1 8

8+03 Regrade and Armor Rolling Dip 8

9+00 Install Rolling Dip 5 1 8

10+00 Install Rolling Dip 5 1 8

11+00 Install Rolling Dip 5 1 8

12+00 Install Rolling Dip 5 1 8

13+06 Regrade and Armor Rolling Dip 8

13+74 Regrade and Armor Rolling Dip 8

14+61 Regrade and Armor Rolling Dip 8

15+26 Regrade and Armor Rolling Dip 8

15+96 Regrade and Armor Rolling Dip 8

17+01 Regrade and Armor Rolling Dip 8

18+24 Regrade and Armor Rolling Dip 8

20+54 Regrade and Armor Rolling Dip 8

21+72 Regrade and Armor Rolling Dip 8

22+92 Regrade and Armor Rolling Dip 8

23+94 Install Rolling Dip 5 1 8

24+97 Install Rolling Dip 5 1 8

25+99 Regrade and Armor Rolling Dip 8

26+74 Install Rolling Dip 5 1 8

27+48 Regrade and Armor Rolling Dip 8

28+69 Install Rolling Dip 5 1 8

29+89 Regrade and Armor Rolling Dip 8

31+06 Regrade and Armor Rolling Dip 8

31+96 Install Rolling Dip 5 1 8

32+86 Regrade and Armor Rolling Dip 8

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

NFSR 420-02, Tipton Knob

S h d l f W k 55REGION 8 Q

UPPER TELLICO ROADS RECONSTRUCTION Schedule of Work

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T A

B C

, C om pa ct io n

M et ho d

A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Description of Work

Schedule of WorkNFSR 420-02, Tipton Knob

Station

EndBegin

40+77 Regrade and Armor Rolling Dip 840 77 Regrade and Armor Rolling Dip 8

41+67 Regrade and Armor Rolling Dip 8

43+12 Regrade and Armor Rolling Dip 8

43+85 Install Rolling Dip 5 1 8

44+57 Regrade and Armor Rolling Dip 8

45+12 Regrade and Armor Rolling Dip 8

45+82 Regrade and Armor Rolling Dip 8

46+37 Regrade and Armor Rolling Dip 8

47+14 Install Rolling Dip 5 1 8

47+91 Regrade and Armor Rolling Dip 8

48+51 Regrade and Armor Rolling Dip 8

49+29 Install Rolling Dip 5 1 8

50+06 Regrade and Armor Rolling Dip 8

51+03 Install Rolling Dip 5 1 8

52+00 Regrade and Armor Rolling Dip 8

53+31 Regrade and Armor Rolling Dip 853+31 g g p 8

54+38 Regrade and Armor Rolling Dip 8

55+02 Regrade and Armor Rolling Dip 8

56+11 Regrade and Armor Rolling Dip 8

56+96 Regrade and Armor Rolling Dip 8

57+83 Regrade and Armor Rolling Dip 8

58+55 Regrade and Armor Rolling Dip 8

59+40 Regrade and Armor Rolling Dip 8

60+84 Regrade and Armor Rolling Dip 8

62+09 Install Rolling Dip 5 1 8

63+35 Install Rolling Dip 5 1 8

64+60 Regrade and Armor Rolling Dip 8

66+58 Grade Out Mudhole and Construct Rolling Dip

67+54 Regrade and Armor Rolling Dip 8

68+36 Regrade and Armor Rolling Dip 8

69+77 Regrade and Armor Rolling Dip 869+77 g g p 8

71+22 Install Rolling Dip 5 1 8

72+67 Regrade and Armor Rolling Dip 8

73+56 Install Rolling Dip 5 1 8

74+45 Regrade and Armor Rolling Dip 8

75+43 Install Rolling Dip 5 1 8

76+40 Regrade and Armor Rolling Dip 8

78+00 Install Rolling Dip 5 1 8

79+73 Regrade and Armor Rolling Dip 8

80+55 Regrade and Armor Rolling Dip 8

81+90 Install Rolling Dip 5 1 8

83+30 Regrade and Armor Rolling Dip 8

85+02 Regrade and Armor Rolling Dip 8

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

NFSR 420-02, Tipton Knob

Schedule of Work 55REGION 8 UPPER TELLICO ROADS RECONSTRUCTION Schedule of Work

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To le ra nc e

B

S ilt

F en ce

H ay

B al es

C le ar in g an d G ru bb in g

R em ov al o f C ul ve rts

D ra in ag e ex ca va tio n, D itc h co ns tru ct io n

R ol lin g

D ip

C on st ru ct io n

R ol lin g

D ip

R ec on st ru ct io n

W at er B ar C on st ru ct io n

S ed im en t T ra p C on st ru ct io n

B la st in g

R oa dw ay

O bl ite ra tio n, M et ho d

Li ne ar G ra di ng

P la ce d

R ip ra p, C la ss B

A gg re ga te s ur fa ce c ou

D O

T A

B C

, C om pa ct io n

M et ho d

A

A gg re ga te s ur fa ce c ou lro ad

B al la st

, C om pa ct io n

M et ho d

A

R oa d R ec on di on in g

-in ch P ip e

C ul ve rt, G au ge

(0 .0

) A lu m in iz ed -S te el

T yp fil l c om pa ct io n m et ho d b

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

' x

' O pe n

B ot to m

S tru ct te A rc h in cl ud in g fo ot in gs he ad w al ls a nd o bj ec t m ar ke rs

S ee di ng

, H yd ra ul lic M et ho d

Te m po ra ry T ra ffi c C on tro l

In st al l R oa d

C lo su re

G at e

Item Number: 15101 15201 15702 15707 20101 20301 20419 20426a 20426b 20426c 20426d 20503 21103 21201 25102 30109a 30109b 30301 60201A 60201B 60201C 62501 63501 65001

Unit of Measure: LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA

Description of Work

Schedule of WorkNFSR 420-02, Tipton Knob

Station

EndBegin

86+04 Install Rolling Dip 5 1 886 04 Install Rolling Dip 5 1 8

87+05 Regrade and Armor Rolling Dip 8

89+41 Regrade and Armor Rolling Dip 8

89+90 Regrade and Armor Rolling Dip 8

90+96 Install Rolling Dip 5 1 8 94+01 Existing Dip

95+01 Existing Culvert

95+76 Existing Dip

96+76 Install Rolling Dip 1 8 97+76 Existing Culvert

98+86 Existing Dip

99+86 Install Rolling Dip 1 8 100+86 Existing Dip

102+16 Install Rolling Dip 1 8 103+46 Existing Dip

104+34 Install Rolling Dip 1 88 105+21 Existing Dip

106+43 Install Rolling Dip 1 8 107+64 Install Rolling Dip 1 8 108+86 Replace Existing Culvert with 24"x30' CMP 5 1 4 16 30

109+36 Existing Dip

110+66 Existing Dip

112+06 Existing Dip

113+34 Install Rolling Dip 1 8 114+61 Existing Culvert

115+54 Install Rolling Dip 1 8 116+48 Install Rolling Dip 1 8 117+41 Existing Dip

119+06 Existing Culvert

119+51 Existing Dip

120+81 Install Rolling Dip 1 4 16 8g p 8 122+11 Replace Existing Culvert with 24"x30' CMP 5 1 30

123+56 Existing Culvert

125+11 Existing Dip

126+39 Install Rolling Dip 1 8 127+66 Existing Dip

128+56 Install Rolling Dip 1 8 129+46 Existing Dip

129+96 Replace Existing Culvert with 24"x30' CMP 5 1 4 16 30 131+36 Install Rolling Dip 1 8 132+76 Replace Existing Culvert with 24"x30' CMP 5 1 4 16 30

132+96 Existing Dip

134+26 Existing Dip

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

NATIONAL FORESTS OF NORTH CAROLINA

TUSQUITEE RANGER DISTRICT

UPPER TELLICO ROADS RECONSTRUCTION

Pressley Fields Timber Sale

M ob ili za tio n

C on st ru ct io n st ak in g an d su rv ey in g, S lo pe S ta ki ng

M et ho d

I, To…

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