order no.: k27 contract id. no.: c000107018n01 · 2017-02-17 · w1-8r w1-8r & w1-8l w1-8l 1 4...
TRANSCRIPT
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
1 to 6 Amherst 60
Both
(a long
EB lane)
Curve located
approximately
0.15 mi les east
of Rte 29 NB on-
ramp
37.578814,
-79.044998
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6 6
7 to 11 Amherst 60
Both
(a long
EB lane)
Curve located
at Rte 604
(Union Hi l l Rd)
37.562595,
-79.015580
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 5
12 to 16 Amherst 60
Both
(a long
EB lane)
Curve located
approximately
0.32 mi les east
of Rte 794
(Poplar Grove
Cir)
37.558914,
-78.991309
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 5
17 to 20 Amherst 60
Both
(a long
WB lane)
Curve located
approximately
1.08 mi les east
of Rte 794
(Poplar Grove
Cir)
37.561913,
-78.977529
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
94
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
21 to 24 Amherst 60
Both
(a long
WB lane)
Curve located
approximately
0.94 mi les east
of Rte 602
(Park Ln)
37.563720,
-78.947828
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 4
25 to 32 Amherst 60
Both
(a long
EB lane)
Curve located
approximately
1.09 mi les east
of Rte 602
(Park Ln)
37.563047,
-78.943948
W1-8R
W1-8R & W1-8L
W1-8L
1
6 & 6
1
24
(each)
30
(each)
70
(5 SF x 14
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
6
1
60
(7.5' x 8
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
70 60 8 8
33 to 41 Amherst 60
Both
(a long
EB lane)
Curve located
approximately
0.39 mi les east
of Rte 824
(Banton Ln)
37.564985,
-78.930573
W1-8R
W1-8R & W1-8L
W1-8L
1
7 & 7
1
24
(each)
30
(each)
80
(5 SF x 16
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
7
1
67.5
(7.5' x 9
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
80 67.5 9 9
42 to 44 Amherst 60
Both
(a long
WB lane)
Curve located
approximately
1.00 mi le east
of Rte 824
(Banton Ln)
37.568672,
-78.921613
W1-8R
W1-8R & W1-8L
W1-8L
1
1 & 1
1
24
(each)
30
(each)
20
(5 SF x 4
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
1
1
22.5
(7.5' x 3
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
20 22.5 3 3
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
95
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
45 Amherst 130 EB
Approximately
1.55 mi les
west of
Entrance to
Blue Ridge
Pkwy
37.576191,
-79.373385
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
46 Amherst 130 WB
Approximately
1.30 mi les
west of
Entrance to
Blue Ridge
Pkwy
37.576170,
-79.369395
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
47 Amherst 130 EB
Approximately
1.09 mi les
west of
Entrance to
Blue Ridge
Pkwy
37.577709,
-79.366097
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
48 Amherst 130 WB
Approximately
0.83 mi les
west of
Entrance to
Blue Ridge
Pkwy
37.577415,
-79.361823
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
49 Amherst 130 EB
Approximately
150 feet east
of Entrance to
Blue Ridge
Pkwy
37.572982,
-79.347651
W1-4R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
50 Amherst 130 WB
Approximately
0.73 mi les east
of Entrance to
Blue Ridge
Pkwy
37.571752,
-79.336696
W1-4R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
51 Amherst 130 EB
Approximately
150 feet west
of Rte 1375
(Autumn View
Ln)
37.472878,
-79.147938
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
96
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
52 Amherst 130 WB
Approximately
0.15 mi les east
of Rte 1375
(Autumn View
Ln)
37.472267,
-79.144730
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
53 Appomattox 26 NB
Approximately
0.74 mi les
south Rte 605
(James River
Rd)
37.524983,
-78.836414
W1-4R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
54 to 61 Appomattox 26
Both
(a long
NB lane)
Curve located
approximatley
0.20 mi les
south of Rte
605 (James
River Rd)
37.529598,
-78.830486
W1-8R
W1-8R & W1-8L
W1-8L
1
6 & 6
1
24
(each)
30
(each)
70
(5 SF x 14
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
6
1
60
(7.5' x 8
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
70 60 8 8
62 Appomattox 26 SB
Approximatley
0.18 mi les
south of Rte
605 (James
River Rd)
37.530771,
-78.830097
W1-4R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
63 Buckingham 56 EB
Approximately
0.70 mi les
west of Rte 60
(W James
Anderson Hwy)
37.561503,
-78.595320
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
64 to 69 Buckingham 56
Both
(a long
EB lane)
Curve located
approximately
0.57 mi les
west of Rte 60
(W James
Anderson Hwy)
37.559725,
-78.594232
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6 5
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
97
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
70 Buckingham 56 WB
Approximately
0.47 mi les
west of Rte 60
(W James
Anderson Hwy)
37.559316,
-78.592783
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
71 Cumberland 45 NB
Approximately
0.52 mi les
north of Rte
699 (Thompson
Rd)
37.394083,
-78.372185
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
72 to 77 Cumberland 45
Both
(a long
SB lane)
Curve located
approximately
0.60 mi les
north of Rte
699 (Thompson
Rd)
37.395854,
-78.372154
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6 5
78 Cumberland 45 SB
Approximately
0.76 mi les
north of Rte
699 (Thompson
Rd)
37.397348,
-78.371318
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
79 Pittsylvania 41 NB
Approximately
0.18 mi les
south of Rte
865 (Hutson
Rd)
36.713827,
-79.473545
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
80 to 84 Pittsylvania 41
Both
(a long
SB lane)
Curve located
at Route 865
(Hutson Rd)
36.713932,
-79.475929
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 6 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
98
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
85 Pittsylvania 41 SB
Approximatley
220 feet north
of Rte 865
(Hutson Rd)
36.714626,
-79.477445
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
86 Pittsylvania 41 NB
Approximately
100 feet south
of Rte 718 (Dry
Fork Rd)
36.722702,
-79.491848
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
87 to 94 Pittsylvania 41
Both
(a long
NB lane)
Curve located
approximately
0.16 mi les
north of Rte
718 (Dry Fork
Rd)
36.723794,
-79.495141
W1-8R
W1-8R & W1-8L
W1-8L
1
6 & 6
1
24
(each)
30
(each)
70
(5 SF x 14
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
6
1
60
(7.5' x 8
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
70 60 8 8
95 Pittsylvania 41 SB
Approximately
0.35 mi les
north of Rte
718 (Dry Fork
Rd)
36.722881,
-79.498126
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
96 Pittsylvania 41 NB
Approximately
0.35 mi les
north of Rte
718 (Dry Fork
Rd)
36.723014,
-79.498162
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
97 to 103 Pittsylvania 41
Both
(a long
SB lane)
Curve located
approximately
0.52 mi les
north of Rte
718 (Dry Fork
Rd)
36.722373,
-79.500946
W1-8R
W1-8R & W1-8L
W1-8L
1
5 & 5
1
24
(each)
30
(each)
60
(5 SF x 12
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
5
1
52.5
(7.5' x 7
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
60 52.5 7 5
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
99
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
104 Pittsylvania 41 SB
Approximately
0.66 mi les
north of Rte
718 (Dry Fork
Rd)
36.723279,
-79.503187
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
105 Pittsylvania 57 EB
Approximately
1.38 mi les east
of Rte 703 (N
Fa irview Rd)
36.824052,
-79.327377
W1-2R
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
106 Pittsylvania 57 WB
Approximately
1.53 mi les east
of Rte 703 (N
Fa irview Rd)
36.825337,
-79.325240
W1-2L
W13-1P (45 MPH)
1
1
48
24
48
24
16
4
STP-1, 2 1/2" 10 GA
with 2 3/16" 10 GA
Inner Post
1 15
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
20 6 15 1
107 Amherst 604 WB
Approximately
0.32 mi les
west of Rte 670
(Partridge
Creek Rd)
37.522739,
-79.058783
W1-5L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
108 to 112 Amherst 604
Both
(a long
EB lane)
Curve located
at Rte 670
(Partridge
Creek Rd)
37.521799,
-79.053071
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5'
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
113 Amherst 604 WB
Approximately
0.09 mi les east
of Rte 670
(Partridge
Creek Rd)
37.522655,
-79.051972
W1-3R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
114 Amherst 604 EB
Approximately
0.30 mi les east
of Rte 670
(Partridge
Creek Rd)
37.525114,
-79.049732
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
100
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
115 Amherst 604 WB
Approximately
0.42 mi les east
of Rte 670
(Partridge
Creek Rd)
37.526767,
-79.049389
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
116 Amherst 604 EB
Approximately
0.22 mi les
west of Rte 624
(Earley Farm
Rd)
37.529402,
-79.049355
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
117 Amherst 604 WB
Approximately
300 feet west
of Rte 624
(Earley Farm
Rd)
37.531183,
-79.047873
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
118 Amherst 622 EB
Approximately
0.08 mi les east
of Rte 1024
(Ragland Rd)
37.422222,
-79.117716
W1-4L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
119 Amherst 622 WB
Approximately
0.16 mi les
west of Rte
1042 (Viars Rd)
37.426297,
-79.115976
W1-4L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
120 Amherst 1054 NB
Approximately
0.07 mi les
north of Rte
1069
(Cloverdale Dr)
37.436023,
-79.112793
W1-1L
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
121 Amherst 1054 NB
Approximatley
0.11 mi les
north of Rte
1069
(Cloverdale Dr)
37.436520,
-79.112354W1-6L 1 48 24 8 STP-1, 2" 14 GA 1 10
Exis ting chevron s ign
panels and s tructure
to be removed and
disposed; New s ign
to be insta l led; See
pay i tem summary for
additional
information
8 10 1 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
101
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
122 Amherst 1054 SB
Approximatley
0.12 mi les
north of Rte
1069
(Cloverdale Dr)
37.436564,
-79.112328W1-6R 1 48 24 8 STP-1, 2" 14 GA 1 10
New s ign to be
insta l led; See pay
i tem summary for
additional
information
8 10 1
123 Amherst 1054 SB
Approximatley
0.17 mi les
north of Rte
1069
(Cloverdale Dr)
37.437350,
-79.112673
W1-1R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
124 Buckingham 655 EB
Approximately
0.34 mi les
west of Rte 704
(Gough Town
Rd)
37.680094,
-78.525840
W1-2R
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
125 Buckingham 655 WB
Approximately
0.20 mi les
west of Rte 704
(Gough Town
Rd)
37.681419,
-78.524117
W1-2L
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
126 Campbel l 609 EB
Approximately
150 feet east
of Rte 726 (Mt
Athos Rd)
37.388896,
-79.059920
W1-5L
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
127 to 130 Campbel l 609
Both
(a long
EB lane)
Curve located
approximately
0.10 mi les east
of Rte 726 (Mt
Athos Rd)
37.388598,
-79.058717
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
102
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
131 to 135 Campbel l 609
Both
(a long
WB lane)
Curve located
approximately
0.20 mi les east
of Rte 726 (Mt
Athos Rd)
37.388901,
-79.057011
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
136 to 139 Campbel l 609
Both
(a long
EB lane)
Curve located
approximately
0.30 mi les east
of Rte 726 (Mt
Athos Rd)
37.388735,
-79.055402
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
140 to 144 Campbel l 609
Both
(a long
WB lane)
Curve located
approximately
0.60 mi les east
of Rte 726 (Mt
Athos Rd)
37.389894,
-79.050232
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
145 to 149 Campbel l 609
Both
(a long
EB lane)
Curve located
approximately
0.72 mi les east
of Rte 726 (Mt
Athos Rd)
37.389116,
-79.048015
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
103
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
150 to 155 Campbel l 609
Both
(a long
WB lane)
Curve located
approximately
0.27 mi les east
of Rte 659
(Cabin Field
Rd)
37.392385,
-79.041938
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
156 Campbel l 609 WB
Approximately
0.42 mi les east
of Rte 659
(Cabin Field
Rd)
37.392719,
-79.039409
W1-5R
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
157 Campbel l 609 EB
Approximatley
0.28 mi les east
of Rte 799
(Pettigrew Rd)
37.394586,
-79.030025
W1-4L
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
158 to 161 Campbel l 609
Both
(a long
EB lane)
Curve located
approximately
0.32 mi les east
of Rte 799
(Pettigrew Rd)
37.394874,
-79.029368
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
162 to 165 Campbel l 609
Both
(a long
WB lane)
Curve located
approximately
0.39 mi les east
of Rte 799
(Pettigrew Rd)
37.395607,
-79.028598
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
104
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
166 Campbel l 609 EB
Approximately
0.10 mi les
west of Rte 793
(Napier Ln)
37.397865,
-79.024675
W1-1R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2R &
W13-1P s ign panels
and s tructure to be
removed and
disposed; New s ign
assembly to be
insta l led. See pay
i tem summary for
additional
information
10.25 14 1 1
167 to 171 Campbel l 609
Both
(a long
WB lane)
Curve located
at Rte 793
(Napier Dr)
37.398803,
-79.023368
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 4
172 Campbel l 609 WB
Approximately
0.13 mi les east
of Rte 793
(Napier Ln)
37.397321,
-79.021972
W1-1L
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P s ign panels
and s tructure to be
removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary
for additional
information
10.25 14 1 1
173 Campbel l 609 EB
Approximately
0.58 mi les
west of Rte 611
(Paradise Hi l l
Rd)
37.394642,
-79.019635
W1-1L
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P s ign panels
and s tructure to be
removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary
for additional
information
10.25 14 1 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
105
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
174 to 177 Campbel l 609
Both
(a long
EB lane)
Curve located
approximately
0.37 mi les
west of Rte 811
(Paradise Hi l l
Rd)
37.393018,
-79.017603
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
178 Campbel l 609 WB
Approximately
0.34 mi les
west of Rte 611
(Paradise Hi l l
Rd)
37.393404,
-79.016118
W1-1R
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
179 Campbel l 615 EB
Approximately
0.81 mi les
west of Rte 651
(Bear Creek
Rd)
37.209761,
-79.022820
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
180 to 184 Campbel l 615
Both
(a long
EB lane)
Curve located
approximately
0.69 mi les
west of Rte 651
(Bear Creek
Rd)
37.208925,
-79.020927
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
185 Campbel l 615 WB
Approximately
0.61 mi les
west of Rte 651
(Bear Creek
Rd)
37.209156,
-79.019483
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
186 Campbel l 615 EB
Approximately
500 feet west
of Rte 648
(Nowl ins Mi l l
Rd)
37.197488,
-78.969749
W1-10R
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
106
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
187 to 191 Campbel l 615
Both
(a long
WB lane)
Curve located
approximately
100 feet east
of Rte 648
(Nowl ins Mi l l
Rd)
37.196952,
-78.967704
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
192 Campbel l 615 WB
Approximately
520 feet east
of Rte 648
(Nowl ins Mi l l
Rd)
37.196022,
-78.967142
W1-10L
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
193 Campbel l 615 EB
Approximately
0.42 mi les east
of Route 648
(Three Creeks
Rd)
37.191119,
-78.958730
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
194 to 198 Campbel l 615
Both
(a long
EB lane)
Curve located
approximately
0.50 mi les east
of Rte 648
(Three Creeks
Rd)
37.190895,
-78.956824
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
199 Campbel l 615 WB
Approximately
0.61 mi les east
of Rte 648
(Three Creeks
Rd)
37.191774,
-78.955065
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
200 Campbel l 622 EB
Approximately
0.44 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.294809,
-79.154554
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
107
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
201 Campbel l 622 WB
Approximately
0.67 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.293346,
-79.151160
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
202 Campbel l 622 EB
Approximately
0.85 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.291112,
-79.149482
W1-4L
W13-1P (30 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-4L and
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary for
additional
information
10.25 14 1 1
203 to 207 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
0.96 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.289876,
-79.148270
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
208 to 212 Campbel l 622
Both
(a long
WB lane)
Curve located
approximately
1.09 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.289244,
-79.146238
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 2
213 Campbel l 622 WB
Approximately
1.14 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.288739,
-79.145551
W1-4L
W13-1P (30 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
108
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
214 Campbel l 622 EB
Approximately
1.52 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.284594,
-79.140822
W1-2L
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L and
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary for
additional
information
10.25 14 1 1
215 to 218 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
1.59 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.283801,
-79.140028
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 3
219 Campbel l 622 WB
Approximately
1.67 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.283177,
-79.138750
W1-2R
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2R &
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary for
additional
information
10.25 14 1 1
220 Campbel l 622 EB
Approximately
2.25 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.280149,
-79.129036
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting s ign panel
and s tructure to be
removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary for
additional
information
10.25 14 1 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
109
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
221 Campbel l 622 WB
Approximately
2.43 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.279112,
-79.126224
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary for
additional
information
10.25 14 1 1
222 Campbel l 622 EB
Approximately
2.41 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.279250,
-79.126495
W1-5L
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P s ign panels
and s tructure to be
removed and
disposed; New
W1-5L and W13-1P (25
MPH ) s ign panels to
be insta l led on new
structure; See pay
i tem summary for
additional
information
10.25 14 1 1
223 to 228 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
2.54 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.277789,
-79.125007
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
229 to 232 Campbel l 622
Both
(a long
WB lane)
Curve located
approximately
2.77 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.277568,
-79.120916
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
110
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
233 to 236 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
2.81 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.277263,
-79.120213
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
237 to 240 Campbel l 622
Both
(a long
WB lane)
Curve located
approximately
2.86 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.277133,
-79.119366
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
241 to 244 Campbel l 622
Both
(a long
WB lane)
Curve located
approximately
2.97 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.276086,
-79.117677
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 3
245 to 249 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
3.04 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.275087,
-79.117382
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
111
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
250 Campbel l 622 WB
Approximately
3.15 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.274421,
-79.115492
W1-5R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
251 Campbel l 622 EB
Approximately
3.12 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.274582,
-79.116273
W1-2L
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary
for additional
information
10.25 14 1 1
252 to 255 Campbel l 622
Both
(a long
EB lane)
Curve located
approximately
3.21 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.274134,
-79.114663
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 3
256 Campbel l 622 WB
Approximately
3.32 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.274645,
-79.112672
W1-2R
W13-1P (30 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2R &
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary
for additional
information
10.25 14 1 1
257 Campbel l 622 EB
Approximately
3.38 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.274955,
-79.111119
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
112
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
258 Campbel l 622 WB
Approximately
3.52 mi les east
of Rte 738
(Engl ish
Tavern Rd)
37.275039,
-79.108512
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
259 Campbel l 628 WB
Approximately
300 feet west
of Rte 43
(Bedford Hwy)
East
Intersection
37.145519,
-79.317694
W1-5L
W13-1P (40 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
260 to 263 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
0.19 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.145927,
-79.320015
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
264 to 267 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
0.28 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.145668,
-79.321564
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
268 to 271 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
0.37 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.144898,
-79.322997
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
113
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
272 to 276 Campbel l 628
Both
(a long
EB lane)
Curve located
approximately
0.48 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.143572,
-79.324336
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
277 Campbel l 628 EB
Approximately
0.55 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.143297,
-79.325506
W1-5L
W13-1P (40 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
278 to 287 Campbel l 628
Both
(a long
EB lane)
Curve located
approximately
0.92 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.144670,
-79.332212
W1-8R
W1-8R & W1-8L
W1-8L
1
8 & 8
1
24
(each)
30
(each)
90
(5 SF x 18
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
8
1
75
(7.5' x
10
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
9 75 10 5
288 to 292 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
1.10 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.147114,
-79.331508
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 2
293 to 297 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
1.39 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.150030,
-79.334843
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5 2
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
114
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
298 to 305 Campbel l 628
Both
(a long
EB lane)
Curve located
approximately
1.50 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.149663,
-79.336677
W1-8R
W1-8R & W1-8L
W1-8L
1
6 & 6
1
24
(each)
30
(each)
70
(5 SF x 14
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
6
1
60
(7.5' x 8
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
70 60 8 3
306 to 309 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
1.63 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.151175,
-79.338390
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
310 to 313 Campbel l 628
Both
(a long
EB lane)
Curve located
approximately
1.70 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.151583,
-79.339237
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
314 to 317 Campbel l 628
Both
(a long
WB lane)
Curve located
approximately
1.77 mi les
west of Rte 43
(Bedford Hwy)
East
Intersection
37.152330,
-79.340294
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
115
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
318 to 323 Campbel l 677
Both
(a long
NB lane)
Curve located
approximately
0.32 mi les
north of Rte
1423 (Idaho Dr)
37.308472,
-79.156280
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
324 Campbel l 680 EB
Approximately
0.43 mi les
west of Rte 699
(Dodson Dr)
37.302600,
-79.132809
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L &
W13-1P (35 MPH) s ign
panels and s tructure
to be removed and
disposed; New s ign
assembly to be
insta l led; See pay
i tem summary
for additional
information
10.25 14 1 1
325 to 331 Campbel l 680
Both
(a long
WB lane)
Curve located
approximately
0.39 mi les
west of Rte 501
(Campbel l
Hwy)
37.309593,
-79.114865
W1-8R
W1-8R & W1-8L
W1-8L
1
5 & 5
1
24
(each)
30
(each)
60
(5 SF x 12
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
5
1
52.5
(7.5' x 7
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
60 52.5 7
332 Campbel l 680 EB
Approximately
0.19 mi les
west of Rte 501
(Campbel l
Hwy)
37.307467,
-79.112365
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
333 Campbel l 680 WB
Approximately
0.10 mi les
west of Rte 501
(Campbel l
Hwy)
37.306883,
-79.110871
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
116
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
334 Campbel l 699 EB
Approximately
0.28 mi les east
of Rte 29
(Wards Rd)
37.143466,
-79.228915
W1-4L
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
335 Campbel l 699 WB
Approximately
0.65 mi les east
of Rte 29
(Wards Rd)
37.139682,
-79.224503
W1-4L
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
336 Campbel l 699 EB
Approximatley
1.18 mi les
west of Rte 706
(Perrows Rd)
37.130501,
-79.205939
W1-4R
W13-1P (45 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
337 Campbel l 699 WB
Approximatley
0.85 mi les
west of Rte 706
(Perrows Rd)
37.126741,
-79.202623
W1-4R
W13-1P (45 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
338 Campbel l 699 EB
Approximatley
0.12 mi les
west of Rte 697
(Mitchel l Mi l l
Rd)
37.150579,
-79.107090
W1-2R
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
339 Campbel l 699 WB
Approximatley
0.12 mi les east
of Rte 697
(Mitchel l Mi l l
Rd)
37.150266,
-79.103047
W1-2L
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
340 Hal i fax 603 EB
Approximatley
0.11 mi les
west of Rte 757
(Beales Rd)
36.950480,
-79.065864
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
117
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
341 to 344 Hal i fax 603
Both
(a long
WB lane)
Curve located
approximately
310 feet west
of Rte 757
(Beales Rd)
36.950265,
-79.064902
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
345 to 348 Hal i fax 603
Both
(a long
EB lane)
Curve located
approximately
150 feet east
of Rte 757
(Beales Rd)
36.949532,
-79.063481
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
349 Hal i fax 603 WB
Approximatley
0.10 mi les east
of Rte 757
(Beales Rd)
36.949533,
-79.062175
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
350 Hal i fax 603 EB
Approximatley
400 feet west
of Rte 647
(Tobacco Rd)
36.949029,
-79.048579
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
351 to 356 Hal i fax 603
Both
(a long
WB lane)
Curve located
approximately
300 feet east
of Rte 647
(Tobacco Rd)
36.948400,
-79.046376
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
118
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
357 to 361 Hal i fax 603
Both
(a long
EB lane)
Curve located
approximately
320 feet west
of Rte 647
(Leda Grove
Rd)
36.945429,
-79.044986
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
362 Hal i fax 603 WB
Approximatley
240 feet east
of Rte 647
(Leda Grove
Rd)
36.945143,
-79.043147
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
363 Hal i fax 603 EB
Approximatley
200 feet east
of Rte 765
(Cl inton Rd)
36.943181,
-79.032755
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
364 to 369 Hal i fax 603
Both
(a long
EB lane)
Curve located
approximately
0.19 mi les east
of Rte 765
(Cl inton Rd)
36.942565,
-79.030135
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
370 Hal i fax 603 WB
Approximatley
0.29 mi les east
of Rte 765
(Cl inton Rd)
36.943216,
-79.028446
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
371 Hal i fax 603 EB
Approximately
350 feet west
of Rte 690
(Handy Bottom
Tr)
36.943242,
-79.026209
W1-10cR
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
119
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
372 to 375 Hal i fax 603
Both
(a long
WB lane)
Curve located
at Rte 690
(Handy Bottom
Tr)
36.943083,
-79.025348
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
376 Hal i fax 603 WB
Approximately
275 feet east
of Rte 690
(Handy Bottom
Tr)
36.942380,
-79.024483
W1-10bL
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
377 Hal i fax 607 NB
Approximately
0.15 mi les
south of Rte
608 (Reverend
Coleman Rd)
36.840998,
-78.788386
W1-4R
W13-1P (45 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
378 Hal i fax 607 SB
Approximately
0.33 mi les
north of Rte
608 (Reverend
Coleman Rd)
36.847494,
-78.788161
W1-4R
W13-1P (45 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
379 Hal i fax 607 NB
Approximately
260 feet south
of Rte 800
(Three Forks
Tr)
36.854083,
-78.790422
W1-2R
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
380 Hal i fax 607 SB
Approximately
200 feet south
of Rte 816
(Pete's Tr)
36.857527,
-78.789634
W1-2L
W13-1P (45 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
120
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
381 Hal i fax 626 NB
Approximately
0.84 mi les
south of Rte
603 (Hunting
Creek Rd)
36.886046,
-78.906644
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
382 to 386 Hal i fax 626
Both
(a long
SB lane)
Curve located
approximately
0.72 mi les
south of Rte
603 (Hunting
Creek Rd)
36.887610,
-78.906383
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
387 to 391 Hal i fax 626
Both
(a long
NB lane)
Curve located
approximately
0.61 mi les
south of Rte
603 (Hunting
Creek Rd)
36.888753,
-78.905082
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
392 Hal i fax 626 SB
Approximately
0.54 mi les
south of Rte
603 (Hunting
Creek Rd)
36.889637,
-78.904638
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
393 Hal i fax 744 NB
Approximately
1.77 mi les
south of Rte
658 (Cherry Hi l l
Church Rd)
36.621058,
-78.855239
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
394 Hal i fax 744 SB
Approximately
1.59 mi les
south of Rte
658 (Cherry Hi l l
Church Rd)
36.623067,
-78.854884
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
121
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
395 Hal i fax 744 NB
Approximately
1.42 mi les
south of Rte
658 (Cherry Hi l l
Church Rd)
36.625455,
-78.852952
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
396 Hal i fax 744 SB
Approximately
1.25 mi les
south of Rte
658 (Cherry Hi l l
Church Rd)
36.627688,
-78.853252
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
397 Pittsylvania 622 NB
Approximately
425 feet south
of Rte 854
(Locust Dr)
36.619363,
-79.639735
W1-10R
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
398 Pittsylvania 622 SB
Approximately
0.11 mi les
north of Rte
854 (Locust Dr)
36.621054,
-79.637372
W1-10L
W13-1P (35 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
399 Pittsylvania 668 NB
Approximately
0.27 mi les
south of Rte
638 (Spaniel
Rd)
37.049459,
-79.230772
W1-5R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
400 to 403 Pittsylvania 668
Both
(a long
NB lane)
Curve located
approximately
0.17 mi les
south of Rte
638 (Spaniel
Rd)
37.050587,
-79.231917
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
122
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
404 to 413 Pittsylvania 668
Both
(a long
SB lane)
Curve located
at Rte 638
(Spaniel Rd)
37.052133,
-79.233867
W1-8R
W1-8R & W1-8L
W1-8L
1
8 & 8
1
24
(each)
30
(each)
90
(5 SF x 18
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
8
1
75
(7.5' x
10
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
90 75 10
414 to 419 Pittsylvania 668
Both
(a long
NB lane)
Curve located
approximately
0.10 mi les
north of Rte
638 (Spaniel
Rd)
37.053755,
-79.233584
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
420 Pittsylvania 668 SB
Approximately
0.18 mi les
north of Rte
638 (Spaniel
Rd)
37.054725,
-79.234066
W1-5R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
421 Pittsylvania 672 EB
Approximatley
0.17 mi les east
of Rte 609
(Brights Rd)
36.984537,
-79.429511
W1-3R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-4R s ign
panel and s tructure
to be removed and
disposed; New W1-3R
and W13-1P (25 MPH)
s ign panels to be
insta l led on new
structure; See pay
i tem summary
for additional
information
10.25 14 1 1
422 to 427 Pittsylvania 672
Both
(a long
WB lane)
Curve located
approximately
0.24 mi les east
Rte of 609
(Brights Rd)
36.984639,
-79.428200
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
123
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
428 to 434 Pittsylvania 672
Both
(a long
EB lane)
Curve located
approximately
0.41 mi les east
Rte of 609
(Brights Rd)
36.982568,
-79.427017
W1-8R
W1-8R & W1-8L
W1-8L
1
5 & 5
1
24
(each)
30
(each)
60
(5 SF x 12
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
5
1
52.5
(7.5' x 7
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
60 52.5 7
435 Pittsylvania 672 WB
Approximatley
0.55 mi les east
of Rte 609
(Brights Rd)
36.982736,
-79.424565
W1-3R
W13-1P (25 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-4R s ign
panel and s tructure
to be removed and
disposed; New W1-3R
and W13-1P (25 MPH)
s ign panels to be
insta l led on new
structure; See pay
i tem summary
for additional
information
10.25 14 1 1
436 Pittsylvania 672 EB
Approximatley
0.60 mi les east
of Rte 609
(Brights Rd)
36.982972,
-79.423664
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
437 Pittsylvania 672 WB
Approximatley
0.73 mi les east
of Rte 609
(Brights Rd)
36.982866,
-79.421511
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
438 Pittsylvania 672 EB
Approximately
450 feet west
of Rte 764
(Aza lea Dr)
36.977037,
-79.413286
W1-10R
W13-1P (25 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2R s ign
panel and s tructure
to be removed and
disposed; New
W1-10R and W13-1P
(25 MPH) s ign panels
to be insta l led on
new structure; See
pay i tem summary for
additional
information
13 14 1 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
124
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
439 to 443 Pittsylvania 672
Both
(a long
WB lane)
Curve at Rte
764 (Aza lea Dr)
36.976651,
-79.411853
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
444 Pittsylvania 672 WB
Approximately
440 feet east
of Rte 764
(Aza lea Dr)
36.975591,
-79.411115
W1-10L
W13-1P (25 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2L s ign
panel and s tructure
located at GPS Point
(36.975028,
-79.410835) to be
removed and
disposed; New
W1-10L and W13-1P
(25 MPH) s ign panels
to be insta l led on
new structure; See
pay i tem summary for
additional
information
13 14 1 1
445 Pittsylvania 718 EB
Approximately
0.30 mi les
west of Rte 836
(White Oak Cir)
East
Intersection
36.746702,
-79.425810
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
446 to 451 Pittsylvania 718
Both
(a long
EB lane)
Curve located
approximately
0.23 mi les
west of Rte 836
(White Oak Cir)
East
Intersection
36.746253,
-79.424670
W1-8R
W1-8R & W1-8L
W1-8L
1
4 & 4
1
24
(each)
30
(each)
50
(5 SF x 10
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
4
1
45
(7.5' x 6
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
50 45 6
452 Pittsylvania 718 WB
Approximately
0.10 mi les
west of Rte 836
(White Oak Cir)
East
Intersection
36.747207,
-79.422794
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
125
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
453 Pittsylvania 718 EB
Approximately
0.20 mi les east
of Rte 835
(Pleasant Gap
Dr)
36.750459,
-79.407579
W1-5L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
454 Pittsylvania 718 WB
Approximately
0.13 mi les
west of Rte 894
(Realty Rd)
36.756790,
-79.393144
W1-5L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
455 Pittsylvania 718 EB
Approximately
350 feet west
of Rte 894
(Realty Rd)
36.756937,
-79.391991
W1-4L
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
456 to 459 Pittsylvania 718
Both
(a long
EB lane)
Curve at Rte
894 (Realty Rd)
36.757296,
-79.390874
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
Exis ting chevron s ign
panels and s tructures
to be removed and
disposed; New
chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4 4
460 to 463 Pittsylvania 718
Both
(a long
WB lane)
Curve located
approximately
500 feet east
of Rte 895
(Realty Rd)
36.758541,
-79.390235
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
464 Pittsylvania 718 WB
Approximately
140 feet west
of Rte 29
36.758754,
-79.389871
W1-4L
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
126
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
465 Pittsylvania 729 NB
Approximately
0.18 mi les
south of Rte
728 (Hi l l s ide
Rd)
36.657945,
-79.289160
W1-10L
W13-1P (45 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
13 14 1
466 Pittsylvania 729 SB
Approximately
480 feet north
of Rte 728
(Hi l l s ide Rd)
36.659955,
-79.285572
W1-10R
W13-1P (45 MPH)
1
1
36
24
36
24
9
4STP-1, 2 1/2" 12 GA 1 14
Exis ting W1-2R s ign
panel and s tructure
to be removed and
disposed; New
W1-10R and W13-1P
(45 MPH) s ign panels
to be insta l led on
new structure; See
pay i tem summary for
additional
information
13 14 1 1
467 Pittsylvania 729 NB
Approximately
0.41 mi les
north of Rte
820 (W
Hightower Rd)
36.699946,
-79.219546
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
468 to 472 Pittsylvania 729
Both
(a long
SB lane)
Curve located
approximately
0.51 mi les
north of Rte
820 (W
Hightower Rd)
36.701380,
-79.219327
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
473 to 479 Pittsylvania 729
Both
(a long
NB lane)
Curve located
approximately
0.68 mi les
north of Rte
820 (W
Hightower Rd)
36.703434,
-79.217671
W1-8R
W1-8R & W1-8L
W1-8L
1
5 & 5
1
24
(each)
30
(each)
60
(5 SF x 12
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
5
1
52.5
(7.5' x 7
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
60 52.5 7
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
127
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
480 Pittsylvania 729 SB
Approximately
0.79 mi les
north of Rte
820 (W
Hightower Rd)
36.704807,
-79.218190
W1-4R
W13-1P (35 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
481 Pittsylvania 732 EB
Approximately
0.24 mi les
west of Rte 729
(Kentuck Rd)
36.618747,
-79.343018
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
482 Pittsylvania 732 WB
Approximately
415 feet west
of Rte 729
(Kentuck Rd)
36.619708,
-79.340662
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
483 Pittsylvania 859 NB
Approximately
310 feet north
of the North
Carol ina State
Line
36.542629,
-79.677224
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
484 to 487 Pittsylvania 859
Both
(a long
SB lane)
Curve located
approximately
0.12 mi les
north of the
North Carol ina
State Line
36.543446,
-79.677569
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
488 Pittsylvania 859 SB
Approximately
0.20 mi les
north of the
North Carol ina
State Line
36.544490,
-79.677021
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
489 Pittsylvania 859 NB
Approximately
0.28 mi les
north of the
North Carol ina
State Line
36.545457,
-79.676152
W1-2L
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
128
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
490 to 494 Pittsylvania 859
Both
(a long
NB lane)
Curve located
approximately
0.35 mi les
north of the
North Carol ina
State Line
36.546467,
-79.675778
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
495 Pittsylvania 859 SB
Approximately
0.44 mi les
north of the
North Carol ina
State Line
36.547587,
-79.676510
W1-2R
W13-1P (35 MPH)
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
496Prince
Edward628 NB
Approximately
450 feet north
of Rte 630 (Old
Ridge Rd)
37.249450,
-78.389103
W1-4R
W13-1P (40 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
497 to 500Prince
Edward628
Both
(a long
SB lane)
Curve located
approximately
0.15 mi les
north of Rte
630 (Old Ridge
Rd)
37.249815,
-78.390216
W1-8R
W1-8R & W1-8L
W1-8L
1
2 & 2
1
24
(each)
30
(each)
30
(5 SF x 6
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
2
1
30
(7.5' x 4
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
30 30 4
501 to 505Prince
Edward628
Both
(a long
SB lane)
Curve located
approximately
0.28 mi les
north of Rte
630 (Old Ridge
Rd)
37.251440,
-78.391313
W1-8R
W1-8R & W1-8L
W1-8L
1
3 & 3
1
24
(each)
30
(each)
40
(5 SF x 8
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
3
1
37.5
(7.5' x 5
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
40 37.5 5
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
129
50108 50430 50432 50434 50436 50485 50486 51963
New
Sign
Panel
Sign
Post
STP-1,
2"
14 GA.
Sign
Post,
STP-1,
2 3/16"
10 GA.
Sign
Post
STP-1,
2 1/2"
10 GA.
Sign
Post
STP-1,
2 1/2"
12 GA.
Conc.
Found.
STP-1,
Type A
Conc.
Found.
STP-1,
Type B
Remove &
Dispose
Exist. Ground
Mounted Sign
Structure &
Sign Panels
EA W (in) H (in) SF EA LF SF LF LF LF LF EA EA EA
506 to 514Prince
Edward628
Both
(a long
NB lane)
Curve located
approximately
0.48 mi les
north of Rte
630 (Old Ridge
Rd)
37.254274,
-78.391089
W1-8R
W1-8R & W1-8L
W1-8L
1
7 & 7
1
24
(each)
30
(each)
80
(5 SF x 16
panels )
STP-1, 2" 14 GA
STP-1, 2" 14 GA
STP-1, 2" 14 GA
1
7
1
67.5
(7.5' x 9
posts )
New chevron s ign
assembl ies to be
insta l led; See typica l
chevron layout and
pay i tem summary
for additional
information
80 67.5 9
515Prince
Edward628 SB
Approximately
0.61 mi les
north of Rte
630 (Old Ridge
Rd)
37.255440,
-78.392908
W1-4R
W13-1P (40 MPH )
1
1
30
24
30
24
6.25
4STP-1, 2 1/2" 12 GA 1 14
New s ign assembly to
be insta l led; See pay
i tem summary for
additional
information
10.25 14 1
PERMANENT SIGN SCHEDULE
SIGN ASSEMBLY COMPONENTS
County Route DirectionNew Sign
Structure Std.
GPS
Location
Reference
LocationSign Std.
Sign
Panel
QuantitySign Text
Structure
Quantity RemarksSign Panel SizeSign
Assembly
ORDER NO.: K27 CONTRACT ID. NO.: C000107018N01
130