Exhibit 3-Drawing 08-13_rev1.pdf
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Exhibit 3 - Supplemental Specs
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FP-03, Supplemental Specifications for
Upper Tellico Roads Reconstruction
M ob iliz at io 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 ob je ct m ar ke rs
' x
' O pe n
B ot to m
S tru ct ur al P
A rc h in cl ud in g fo ot in gs , h ea dw al ls ob je 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
NFSR 402-5, Tellico River Schedule of Work, Rev. 1
R
-5
, T el lic o
R iv er
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
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 1.1 0+60 Existing Grade Dip
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 Dip
8+25 Replace Existing Culvert with 24"x30' CMP 7 1 4 16 30
Station N
FS
R
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 Remain22+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
FP-03, Supplemental Specifications for
Upper Tellico Roads Reconstruction bi liz at io n ns tru ct io n st ak in g an d su rv ey g, pe
S ta ki ng
, M et ho d
I, To le ra nc e
B
Fe nc e y B al es ar in g an d G ru bb in g m ov al o f C ul ve rts in ag e ex ca va tio n, ch c on st ru ct io n lin g
D ip
C on st ru ct io n lin g
D ip
R ec on st ru ct io n te r B ar C on st ru ct io n di m en t T ra p
C on st ru ct io n st in g ad w ay O bl ite ra tio n, M et ho d ea r G ra di ng ce d
R ip ra p, C la ss B gr eg at e su rfa ce c ou rs e, N
C D
O T
C , C om pa ct io n M et ho d A gr eg at e su rfa ce c ou rs e, R ai lro ad as t, C om pa ct io n
M et ho d
A ad R ec on di on in g nc h
P ip e C ul ve rt, G au ge
9) A lu m in iz ed -S te el
T yp e 2, kf ill co m pa ct io n m et ho d b x 5'
O pe n B ot to m S tru ct ur al
P h cl ud in g fo ot in gs
, h ea dw al ls ec t m ar ke rs x 6'
O pe n B ot to m S tru ct ur al
P h cl ud in g fo ot in gs
, h ea dw al ls ec t m ar ke rs ed in g, H yd ra ul lic
M et ho d m po ra ry
T ra ffi c
C on tro l al l R oa d
C lo su re
G at e
, T el lic o
R iv er
NFSR 402-5, Tellico River Schedule of Work, Rev. 1
M ob
C on
S lo p
S ilt
F
H ay
C le a
R em
D ra i D itc h
R ol li
R ol li
W at e
S ed
B la s
R oa
Li ne
P la c
A gg
A B
C
A gg
B al l a
R oa
-i n
(0 .0 ba ck
' x
A rc h ob je
' x
A rc h ob je
S ee d
Te m
In st a
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+45 Existing Rolling Dip
36+25 Existing Rolling Dip
37+40 Existing Rolling Dip
38+10 Existing Rolling Dip
Station N
FS
R
-5
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 28 1.9 4 0 7 0 0 0 0.34 0 1.1 16 112 56 1.1 120 50 0 0.9 0.34 0Total Quantity of Work: 0.34 0.34 5520 28 1.9 4 0 7 0 0 0 0.34 0 1.1 16 112 56 1.1 120 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
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