Exhibit 2-Drawing 08-13_rev1.pdf
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Exhibit 2 - Supplemental 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, Sl op e
St ak in g, M et ho d
I, To le ra nc e
B
Si lt
Fe nc e
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
Se di m en t T ra p C on st ru ct io n
Bl as tin g
R oa dw ay
O bl ite ra tio n, M et ho d
Li ne ar G ra di ng
Pl ac ed R ip ra p, C la ss
B
Ag gr eg at e su rfa ce c ou rs e, N C
D O
T
AB
C , C om pa ct io n M et ho d A
Ag gr eg at e su rfa ce c ou rs e, R ai lro ad
Ba lla 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
Bo tto m S tru ct ur al
P la te
Ar ch 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
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
Se ed in g, 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
NFSR 420-04, Fain Ford
FP-03, Supplemental Specifications for
Upper Tellico Road Reconditioning
Schedule of Work, Rev. 1
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
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 1040
0+00 140+00 3.3
0+70
1+50
2+40
3+10
4+20
Station Item Number:
Unit of Measure:
Description of Work
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Beginning of Work at Intersection with Trail 1
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
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
Surface Roadway with 1" ABC.
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
14+68
Install Silt Fence at Toe of Slope
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
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Replace Existing Culvert with 24"x30' CMP to Accommodate Widened Road
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Construct Rolling Dip14+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
Taper Roadway Width from 12' to 23'
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
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 ili za tio n
C on st ru ct io n st ak in g an d su rv ey e
St ak in g, M et ho d
I, To le ra nc e
B
Si lt
Fe nc e
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
Se di m en t T ra p C on st ru ct io n
Bl as tin g
R oa dw ay
O bl ite ra tio n, M et ho d
Li ne ar G ra di ng
Pl ac ed R ip ra p, C la ss
B
Ag gr eg at e su rfa ce c ou rs e, N C
D O
T
AB
C , C om pa ct io n M et ho d A
Ag gr eg at e su rfa ce c ou rs e, R ai 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.
9) Al um in iz ed
-S te el T yp e
2, b ac kf ill co m pa ct io n m et ho d b
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
Se ed in g, 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
NFSR 420-04, Fain Ford
St ti
FP-03, Supplemental Specifications for
Upper Tellico Road Reconditioning
Item Number:
Unit of Measure:
Schedule of Work, Rev. 1
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
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
Widen Curve on Fill to a Roadway Width of 23'
Taper Roadway Width from 23' to 12' Width
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
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'
Description of Work Station Unit of Measure:
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
38+50
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
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
Regrade and Armor Existing Rolling Dip
Existing Dip & Sediment Basin
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
Install 24"x30' CMP at Spring
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
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
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION 8 Schedule of Work
NATIONAL FORESTS OF NORTH CAROLINA
TUSQUITEE RANGER DISTRICT
UPPER TELLICO ROADS RECONSTRUCTION
ili za tio n
C on st ru ct io n st ak in g an d su rv ey e
St ak in g, M et ho d
I, To le ra nc e
B
Si lt
Fe nc e
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
Se di m en t T ra p C on st ru ct io n
Bl as tin g
R oa dw ay
O bl ite ra tio n, M et ho d
Li ne ar G ra di ng
Pl ac ed R ip ra p, C la ss
B
Ag gr eg at e su rfa ce c ou rs e, N C
D O
T
AB
C , C om pa ct io n M et ho d A
Ag gr eg at e su rfa ce c ou rs e, R ai 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.
9) Al um in iz ed
-S te el T yp e
2, b ac pa ct io n m et ho d b
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
Se ed in g, 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
Item Number:
Schedule of Work, Rev. 1
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
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
80 6 30
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
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'
T R d Width f 18' t 12'
Station Unit of Measure:
Description of Work
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
66+75 67+25
Intersection with Trail 11
Taper Roadway Width from 18' to 12'
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
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
Taper Roadway Width from 12' to 21'66 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
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 ape oad ay dt o to
Widen Curve on Fill to a Roadway Width of 21'
Taper Roadway Width from 21' to 12'
Regrade and Armor Existing Rolling Dip
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION 8
NATIONAL FORESTS OF NORTH CAROLINA
TUSQUITEE RANGER DISTRICT
UPPER TELLICO ROADS RECONSTRUCTION
ki ng a nd s ur ve yi ng et ho d I, To le ra nc e B bb in g er ts tio n, n tru ct io n ns tru ct io n ru ct io n on st ru ct io n at io n, M et ho d la ss
B ce c ou rs e, N
C D
O T n M et ho d A ce c ou rs e, R ai io n
M et ho d
A in g ve rt, G au ge
0.
9) Ty pe
, b ac od b tto m
S tru ct ur al P ot gs
, h ea dw al ls tto
S tru ct ur al P ot gs
, h ea dw al ls lli c
M et ho d c C on tro l ur e
G at e
NFSR 420-04, Fain Ford
FP-03, Supplemental Specifications for
Upper Tellico Road
Schedule of Work, Rev. 1
M ob ili za tio n
C on st ru ct io n st ak Sl op e
St ak in g, M e
Si lt
Fe nc e
H ay
B al es
C le ar in g an d G ru b
R em ov al o f C ul ve
D ra in ag e ex ca va t D itc h co ns tru ct io n
R ol lin g
D ip
C on st
R ol lin g
D ip
R ec o n
W at er B ar C on st r
Se di m en t T ra p C o
Bl as tin g
R oa dw ay
O bl ite r a
Li ne ar G ra di ng
Pl ac ed R ip ra p, C l
Ag gr eg at e su rfa ce
AB
C
, C om pa ct io n
Ag gr eg at e su rfa ce
Ba lla st , C om pa ct i
R oa d R ec on di on in
-in ch P ip e
C ul v Al um in iz ed
-S el pa ct io n m et ho
' x
' O pe n
Bo tt
Ar ch in cl ud in g fo o ob je ct m ar ke rs
' x
' O pe n
Bo tt
Ar ch in cl ud in g fo o ob je ct m ar ke rs
Se ed in g, H yd ra ul l
Te m po ra ry T ra ffi c
In st al l R oa d
C lo su
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
9 14 8
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Regrade and Armor Existing Rolling Dip
R d d A E i ti R lli Di
Taper Roadway Width from 12' to 28'
Widen Curve on Fill to a Roadway Width of 28'
Description of Work Station
Upper Tellico Road Reconditioning
Item Number:
Unit of Measure:
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
89+15 89+65
Regrade and Armor Existing Rolling Dip
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
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
Existing Dip & Sediment Basin
Taper Roadway Width from 12' to 28'
Widen Curve on Fill to a Width of 28'
Taper Roadway Width from 28' to 14'89 15 89 65
89+46
89+65 92+35
90+56
91+38 8
92+04 8
Widen Curve on Fill to a Roadway Width of 14'
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Regrade and Armor Existing Rolling Dip
Regrade and Armor 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 420-04, Fain Ford ape oad ay dt o 8 to ili za tio n
C on st ru ct io n st ak in g an d su rv ey e
St ak in g, M et ho d
I, To le ra nc e
B
Si lt
Fe nc e
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
Se di m en t T ra p C on st ru ct io n
Bl as tin g
R oa dw ay
O bl ite ra tio n, M et ho d
Li ne ar G ra di ng
Pl ac ed R ip ra p, C la ss
B
Ag gr eg at e su rfa ce c ou rs e, N C
D O
T
AB
C , C om pa ct io n M et ho d A
Ag gr eg at e su rfa ce c ou rs e, R ai 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.
9) Al um in iz ed
-S te el T yp e
2, b ac pa ct io n m et ho d b
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
Se ed in g, 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
Schedule of Work, Rev. 1NFSR 420-04, Fain Ford
FP-03, Supplemental Specifications for
Upper Tellico Road Reconditioning
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
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 0
Taper Roadway Width from 12' to 18'
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'
Widen Curve into Cut Slope to a Width of 18'
Taper Roadway Width from 18' to 12'
T R d Width f 12' t 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
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Description of Work Station Unit of Measure:
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
108+27
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'
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
Existing Dip & Sediment Basin
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'
Taper Roadway Width from 18' to 12'
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 st g p & Sed e t as
Regrade and Armor Existing Rolling Dip
Regrade and Armor Existing Rolling Dip
Existing Dip & Sediment Basin
Taper Roadway Width from 18' to 12'
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
Existing Culvert to Remain
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION 8
NATIONAL FORESTS OF NORTH CAROLINA
TUSQUITEE RANGER DISTRICT
UPPER TELLICO ROADS RECONSTRUCTION
ili za tio n
C on st ru ct io n st ak in g an d su rv ey e
St ak in g, M et ho d
I, To le ra nc e
B
Si lt
Fe nc e
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
Se di m en t T ra p C on st ru ct io n
Bl as tin g
R oa dw ay
O bl ite ra tio n, M et ho d
Li ne ar G ra di ng
Pl ac ed R ip ra p, C la ss
B
Ag gr eg at e su rfa ce c ou rs e, N C
D O
T
AB
C , C om pa ct io n M et ho d A
Ag gr eg at e su rfa ce c ou rs e, R ai 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.
9) Al um in iz ed
-S te el T yp e
2, b ac pa ct io n m et ho d b
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
' x
' O pe n
Bo tto m S tru ct ur al
P in cl ud in g fo ot in gs , h ea dw al ls ct m ar ke rs
Se ed in g, 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
FP-03, Supplemental Specifications for
Upper Tellico Road Reconditioning
Item Number:
NFSR 420-04, Fain Ford Schedule of Work, Rev. 1
LS LS LF EA AC EA Foot Each Each Each Each LS Mile Mile Ton Ton Ton Mile LF LF LF AC LS EA
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 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'
Install Silt Fence Along Toe of Slope
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
Existing Dip & Sediment Basin
Existing Bridge
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Unit of Measure: Station
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
131+75
Structural Plate Arch with Headwalls and Footings
Existing Dip & Sediment Basin
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
Install Rolling Dip
Install Rolling Dip
End Bridge
Existing Dip & Sediment Basin
Existing Dip & Sediment Basin
Taper Roadway Width from 23' to 12'
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 1216 400 2.7 190 0 60 3.3 0.33 1
Total Quantity of Work:
Existing Dip & Sediment Basin
Existing Culvert to Remain
Existing Dip & Sediment Basin
Intersection with Trail 3
Armor and Regrade Dip to Drain
Existing Dip & Sediment Basin
Install Gate
Construct Rolling Dip
Existing Dip & Sediment Basin
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION 8
NATIONAL FORESTS OF NORTH CAROLINA
TUSQUITEE RANGER DISTRICT
UPPER TELLICO ROADS RECONSTRUCTION
File details come from the government source that posted it. Updated .