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