7%!,4(/&+%.45#+9 .BUUIFX( #FWJO TRANSPORTATION CAB ... · quantities for the type c supports shall include all necessary galvanizing, hardware, etc. is to be considered incidental

Governor

An Equal Opportunity Employer M/F/D

TRANSPORTATION CAB

November 7, 2018

CALL NO. 100 CONTRACT ID NO. 181046 ADDENDUM # 1

Subject: WARREN-BUTLER-DAVIESS-OHIO COUNTIES, NHPP 0031(020) Letting November 16, 2018

(1) Revised – Estimate of Quantities Summary Sheets - Pages 18 and 22 of 223(2) Revised - Corridor Sheets – Pages 59-60, 62-64, and 112-113 of 223(3) Revised – Panel Sign Detail Sheets – Pages 119, 122-124, and 159-160 of 223(4) Revised – Proposal Bid Items – Page 223 of 223

Proposal revisions are available at http://transportation.ky.gov/Construction-Procurement/.

If you have any questions, please contact us at 502-564-3500.

Sincerely,

Rachel Mills, P.E. Director Division of Construction Procurement

RM:mr Enclosures

http://transportation.ky.gov/Construction-Procurement/

http://transportation.ky.gov/Construction-Procurement/

COUNTY OF ITEM NO.

ITEM

UNIT QUANTITY

CO

DE

NU

MB

ER

TO

TA

LS

GROUND MOUNTED SIGN SUPPORTS

TYPE A

FOOTINGS FOR SIGNS

REINFORCEMENT STEEL

PANEL SIGNS

SHEETING SIGNS

0.080 GAUGE

0.125 GAUGE

STEEL POST

TYPE 1

6400

6490

6405

6406

6407

6410

TYPE C

6491

SIGN BASE MATERIAL

ALUMINUM

CONCRETE - CLASS "A" FOR SIGNS

2

3

4 5

1

TYPE D6 EACH21596ND

6441

EACH

EACH7

EACH

ESTIMATE OF QUANTITIES

1

20419ND

STEEL POST MILE MARKERS 6412

MISCELLANEOUS ITEMS

BARCODE SIGN INVENTORY 24631EC10

LBS

LBS

CUYD

SQFT

SQFT

SQFT

LF

I-65

WARREN 3-2042.11

SUMMARY SHEET


11

I-16

5

3699

10 165

5029 399 6114

6730 3294 12385

427 0

0 185

427

38 0 38

24 13 43

89 13

398 0 398

0 0 2

EACH 2 2 4

EACH 27 12 39

EACH 1 2 3

EACH 5 0 5

EACH 43 0 43REMOVE SIGN SUPPORT BEAMS

REMOVE AND RELOCATE SIGN

REMOVE SIGN

REM SIGN BRIDGE MOUNT ATTACHMT

SIGN BRIDGE ATTACHMENT BRACKET

6451

20418ED

21373ND

23639ED

6448

33639

3360

40790

LBS

EACH 0 0 0

GUARDRAIL-STEEL W BEAM-S FACE 0 0 0

EACH 0 0 0

GUARDRAIL END TREATMENT TY 2A EACH 0 0 0

DELINATOR FOR GR MONO YELLOW

GUARDRAIL END TREATMENT TY 1

SIGN OVERLAY

1983

2351

2367

2369

25002EC SQFT

LF

437 147 584

108

12

13

14

15

OSS ALUMINUM 55 FT TRUSS 6420 EACH 0 0 0

NOTES :

2650 1

2569 1

MAINTAIN AND CONTROL TRAFFIC

ROADWAY CROSS SECTION

DEMOBILIZATION

LS

LS

3360

144

3452

11

686

2361

95

0

2

0

0

0

0

0

0

0

6

6

0

0

0

0U

S-231

00

0

(1)

(2)

(3)

(4)

(5)

INCIDENTAL TO STEEL POST. SEE SHEETING SIGN DETAIL SHEET.

WHERE REQUIRED, BRACING FOR SHEETING SIGNS SHALL BE

(6)

SHALL BE PAID SEPARATELY. SEE SHEETING SIGN DETAIL SHEET.

COMPLETE BREAK-AWAY ASSEMBLY. TYPE I POSTS AND CONCRETE

QUANTITY SHALL INCLUDE ALL MATERIAL NECESSARY TO FORM A

(8)

(9)

(10)

QUANTITY SHALL INCLUDE POST.

(11)

(7)

(12)

(13)

(14)

(15)

(16)

BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

QUANTITY IS ESTIMATED. THE EXACT LENGTH SHALL BE DETERMINED

SIGN SUPPORTS, ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

ALL MATERIALS REMOVED AND NOT REUSED, SUCH AS SIGNS, SIGN LIGHTS,

ACCORDANCE WITH NOTE (8) ABOVE.

PAYMENT BEING ALLOWED. ALL MATERIAL SHALL BE STORED IN

SIGNS SHALL BE INCIDENTAL TO THE PROJECT WITH NO ADDITIONAL

THE REMOVAL OF ALL TYPE I OR TYPE II POSTS AND ALL SHEETING

BEAM LENGTHS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

LOCATION. A CROSS SECTION SHALL BE DEVELOPED TO VERIFY BEAM LENGTHS.

THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AT THE PANEL SIGN

EXISTING GROUND LINE.

AND CONCRETE BASE ARE TO BE REMOVED COMPLETELY AND BACKFILLED TO

MINIMUM OF ONE FOOT (1’) BELOW EXISTING GROUND LINE OR THE ENTIRE BEAM

ANY CONCRETE PROJECTING ABOVE THE GROUND LINE ARE TO BE CUT OFF A

WHERE THE REMOVAL OF BEAM SIGN SUPPORTS IS CALLED FOR, THE BEAM AND

DETAIL SHEET.

HARDWARE TO FORM COMPLETE BREAK-AWAY BEAMS. SEE PANEL SIGN

QUANTITIES FOR THE TYPE C SUPPORTS SHALL INCLUDE ALL NECESSARY

GALVANIZING, HARDWARE, ETC. IS TO BE CONSIDERED INCIDENTAL.

SHALL BE BASED ON THE NOMINAL WEIGHT OF THE BEAMS. THE NECESSARY

PAYMENT FOR GROUND MOUNTED SIGN SUPPORTS TYPE A AND TYPE C

CORNERS.

COMPLETE SIGNS. NO DEDUCTION IN AREA IS TO BE MADE FOR ROUND OF

QUANTITY SHALL INCLUDE ALL COPY AND HARDWARE NECESSARY TO FORM

SIDE ROADS MAY BE MOVED TO BE COMPATIBLE WITH THE EXISTING SIGNS.

WITH PERMISSION OF THE ENGINEER, SHEETING SIGNS ON THE RAMPS ANDS

COUNTED AS REMOVAL OF ONE SIGN.

FOR PANEL SIGNS. REMOVAL OF PANEL SIGN WITH EXIT PLAQUE SHALL BE

OUT OF THE WEATHER UNTIL REINSTALLED ON NEW BEAMS OR POSTS.

OR POSTS. BEAMS ARE PAID FOR SEPERATELY. REMOVED SIGNS SHALL BE STORED

QTY IS FOR REMOVING EXISTING PANEL OR SIGN AND RELOCATING ON NEW BEAMS

SIGN.

EXISTING TRUSS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PANEL

OTHER HARDWARE NECESSARY FOR ATTACHING THE NEW PANEL SIGN ON THE

WHEN PANEL SIGNS ARE MOUNTED ON EXISTING TRUSSES, ALL W-BARS AND ALL

ATTACHING SIGNS TO SUPPORTS.

QUANTITY SHALL INCLUDE ALL W-BARS AND ALL HARDWARE NECESSARY FOR

FOR SHEETING SIGNS. SEE SPECIAL NOTE IN KYTC PROPOSAL AND SHEET T2.

(17) SEE GENERAL NOTES

17

17

17

0

OT

HE

R

900

VARIOUS COUNTIES NHPP 0031(020)

REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046

Page 18 of 223

COUNTY OF ITEM NO.

ITEM

UNIT QUANTITY

CO

DE

NU

MB

ER

SUMMARY SHEET


VARIOUS

TO

TA

LS

PR

OJ

EC

T

GROUND MOUNTED SIGN SUPPORTS

TYPE A

FOOTINGS FOR SIGNS

REINFORCEMENT STEEL

PANEL SIGNS

SHEETING SIGNS

0.080 GAUGE

0.125 GAUGE

STEEL POST

TYPE 1

6400

6490

6405

6406

6407

6410

TYPE C

6491

SIGN BASE MATERIAL

ALUMINUM

CONCRETE - CLASS "A" FOR SIGNS

2

3

4 5

1

TYPE D6 EACH21596ND

6441

EACH

EACH7

EACH

1

ROADWAY CROSS SECTION 20419ND

STEEL POST MILE MARKERS 6412

MISCELLANEOUS ITEMS

BARCODE SIGN INVENTORY 24631EC10

LBS

LBS

CUYD

SQFT

SQFT

SQFT

LF

11

EACH

EACH

EACH

EACH

EACHREMOVE SIGN SUPPORT BEAMS

REMOVE AND RELOCATE SIGN

REMOVE SIGN

REM SIGN BRIDGE MOUNT ATTACHMT

SIGN BRIDGE ATTACHMENT BRACKET

6451

20418ED

21373ND

23639ED

6448

LBS

EACH

GUARDRAIL-STEEL W BEAM-S FACE

EACH

GUARDRAIL END TREATMENT TY 2A EACH

DELINATOR FOR GR MONO YELLOW

GUARDRAIL END TREATMENT TY 1

SIGN OVERLAY

1983

2351

2367

2369

25002EC SQFT

LF

12

13

14

15

OSS ALUMINUM 55 FT TRUSS 6420 EACH

DEMOBILIZATION

MAINTAIN AND CONTROL TRAFFIC 2650

2569 LS

LS

CO

UN

TY

WA

RR

EN

CO

UN

TY

BU

TL

ER

CO

UN

TY

OHIO

CO

UN

TY

DA

VIES

S

PROJECT TOTALS

NOTES :(1)

(2)

(3)

(4)

(5)

INCIDENTAL TO STEEL POST. SEE SHEETING SIGN DETAIL SHEET.

WHERE REQUIRED, BRACING FOR SHEETING SIGNS SHALL BE

(6)

SHALL BE PAID SEPARATELY. SEE SHEETING SIGN DETAIL SHEET.

COMPLETE BREAK-AWAY ASSEMBLY. TYPE I POSTS AND CONCRETE

QUANTITY SHALL INCLUDE ALL MATERIAL NECESSARY TO FORM A

(8)

(9)

(10)

QUANTITY SHALL INCLUDE POST.

(11)

(7)

(12)

(13)

(14)

(15)

(16)

BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

QUANTITY IS ESTIMATED. THE EXACT LENGTH SHALL BE DETERMINED

SIGN SUPPORTS, ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

ALL MATERIALS REMOVED AND NOT REUSED, SUCH AS SIGNS, SIGN LIGHTS,

ACCORDANCE WITH NOTE (8) ABOVE.

PAYMENT BEING ALLOWED. ALL MATERIAL SHALL BE STORED IN

SIGNS SHALL BE INCIDENTAL TO THE PROJECT WITH NO ADDITIONAL

THE REMOVAL OF ALL TYPE I OR TYPE II POSTS AND ALL SHEETING

BEAM LENGTHS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

LOCATION. A CROSS SECTION SHALL BE DEVELOPED TO VERIFY BEAM LENGTHS.

THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AT THE PANEL SIGN

EXISTING GROUND LINE.

AND CONCRETE BASE ARE TO BE REMOVED COMPLETELY AND BACKFILLED TO

MINIMUM OF ONE FOOT (1’) BELOW EXISTING GROUND LINE OR THE ENTIRE BEAM

ANY CONCRETE PROJECTING ABOVE THE GROUND LINE ARE TO BE CUT OFF A

WHERE THE REMOVAL OF BEAM SIGN SUPPORTS IS CALLED FOR, THE BEAM AND

DETAIL SHEET.

HARDWARE TO FORM COMPLETE BREAK-AWAY BEAMS. SEE PANEL SIGN

QUANTITIES FOR THE TYPE C SUPPORTS SHALL INCLUDE ALL NECESSARY

GALVANIZING, HARDWARE, ETC. IS TO BE CONSIDERED INCIDENTAL.

SHALL BE BASED ON THE NOMINAL WEIGHT OF THE BEAMS. THE NECESSARY

PAYMENT FOR GROUND MOUNTED SIGN SUPPORTS TYPE A AND TYPE C

CORNERS.

COMPLETE SIGNS. NO DEDUCTION IN AREA IS TO BE MADE FOR ROUND OF

QUANTITY SHALL INCLUDE ALL COPY AND HARDWARE NECESSARY TO FORM

SIDE ROADS MAY BE MOVED TO BE COMPATIBLE WITH THE EXISTING SIGNS.

WITH PERMISSION OF THE ENGINEER, SHEETING SIGNS ON THE RAMPS ANDS

COUNTED AS REMOVAL OF ONE SIGN.

FOR PANEL SIGNS. REMOVAL OF PANEL SIGN WITH EXIT PLAQUE SHALL BE

OUT OF THE WEATHER UNTIL REINSTALLED ON NEW BEAMS OR POSTS.

OR POSTS. BEAMS ARE PAID FOR SEPERATELY. REMOVED SIGNS SHALL BE STORED

QTY IS FOR REMOVING EXISTING PANEL OR SIGN AND RELOCATING ON NEW BEAMS

SIGN.

EXISTING TRUSS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PANEL

OTHER HARDWARE NECESSARY FOR ATTACHING THE NEW PANEL SIGN ON THE

WHEN PANEL SIGNS ARE MOUNTED ON EXISTING TRUSSES, ALL W-BARS AND ALL

ATTACHING SIGNS TO SUPPORTS.

QUANTITY SHALL INCLUDE ALL W-BARS AND ALL HARDWARE NECESSARY FOR

FOR SHEETING SIGNS. SEE SPECIAL NOTE IN KYTC PROPOSAL AND SHEET T2.

SEE GENERAL NOTES(17)

17

17

17

3-2042.11

165

6114

12385

185

427

38

43

398

2

4

39

3

5

43

3360

40790

0

0

0

0

584

108

0

74

1478

5699

283

225

34

10

90

218

0

0

25

0

1

0

0

0

0

385

0

14730

21

9631

1870

48

29

115

0

2

37

2

3

36

0

0

0

0

248

0

86

8827

70

54

17240

10591

85

2190

22

17

0

5

22

5

0

16

4

2

2

100

1

4771

76

4684

40

63

300

27

11098

170

99

2

11

10

9

4

2

2

1317

1

300

1

1

46428

665

65783

401

11652

31595

820

794

142

279

123

116



Page 22 of 223

SCALE: 1" = 500’

WARREN 3-2042.11

COUNTY OF ITEM NO.

NATCHER PARKWAY

MP 1.6 - MP 2.5

CORRIDOR SHEET (5 OF 59)

$$$$

DA

TE$$$$

DA

TE:

Nashville

Louisville

Bow ling Green

ELROD ROAD

C

WIL

LIA

M

H.

NA

TC

HE

R

PA

RK

WA

Y

MATCHLINE (SEE SHEET 4)


1.6

1.7

1.8

1.9

2.1

2.2

2.3

2.4

2.5

MP 2

C

ON EXISTING POSTSCONSTRUCT PANEL SIGN

PANEL SIGNREMOVE EXISTING

EX. M.P. 2.00I-65 SPUR SB

P-8

GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS & CONSTRUCT PANEL SIGN

M.P. 2.30& GROUND SUPPORTS

WITH 3- I BEAM POSTS REMOVE EX. PANEL SIGN

EX. M.P. 2.33I-65 SPUR NB

P-9

M.P. 2.50& GROUND SUPPORTS TYPE ’C’SIGN WITH 2-I BEAM POSTS

CONSTRUCT RELOCATED PANEL POSTS & GROUND SUPPORTS

PANEL SIGN, REMOVE 2-I BEAM REMOVE & RELOCATE EX.

EX. M.P. 2.52EXIT 6 - FOODI-65 SPUR NB

P-10



Page 59 of 223

SCALE: 1" = 500’

WARREN 3-2042.11

COUNTY OF ITEM NO.

NATCHER PARKWAY

MP 2.5 - MP 3.4


$$$$

DA

TE$$$$

DA

TE:

Bow ling Green

WIL

LIA

M

H.

NA

TC

HE

R

PA

RK

WA

Y

CC



Bow ling Green

2.5

2.6

2.7

2.8

2.9

3.1

3.2

3.3

3.4

MP 3

CC

GROUND SUPPORTS TYPE ’C’WITH 3-I BEAM POSTS &CONSTRUCT PANEL SIGN

M.P. 2.80I-65 SPUR NB

P-12

M.P. 3.01& GROUND SUPPORTS TYPE ’C’ SIGN WITH 2-I BEAM POSTS

CONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS


EX. M.P. 2.93EXIT 6 - GAS/LODGING

I-65 SPUR NBP-13

M.P. 2.65& GROUND SUPPORTS TYPE ’C’

SIGN WITH 2-I BEAM POSTSCONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS

PANEL SIGN, REMOVE 2-I BEAMREMOVE & RELOCATE EX.

EX. M.P. 2.71EXIT 6 - FOODI-65 SPUR NB

P-11

& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS

CONSTRUCT PANEL SIGN M.P. 3.30

& GROUNDS SUPPORTSWITH 3-I BEAM POSTS

REMOVE EX. PANEL SIGNEX. M.P. 3.36I-65 SPUR NB

P-14

WITH 2-TYPE 1 POSTSCONSTRUCT SHEET SIGN

WITH 2-TYPE 1 POSTS REMOVE EX. SHEET SIGN

EX. M.P. 3.33SOUTH WILLIAM H. NATCHER PARKWAY

I-65 SPUR SBS-11B



Page 60 of 223

SCALE: 1" = 500’

WARREN 3-2042.11

COUNTY OF ITEM NO.

NATCHER PARKWAY

MP 4.3 - MP 5.2


$$$$

DA

TE$$$$

DA

TE:

Franklin

Bow ling Green

Bow ling Green

Franklin

Russellville

Bow ling Green

C



Chaney’s

Dairy Barn

Lost River Cave

4.2

4.3

4.4

4.5

4.6

4.7

4.8

4.9

5.1

5.2

MP 5

C


SIGN WITH 2-I BEAM POSTS

CONSTRUCT RELOCATED PANEL

POSTS & GROUND SUPPORTS

PANEL SIGN, REMOVE 2-I BEAM

REMOVE & RELOCATE EX.EX. M.P. 4.10

EXIT 7 - FOOD/ATTRACTIONS

I-65 SPUR NBP-13A

SIGN ON EXISTING POSTSCONSTRUCT PANEL

REMOVE EX. PANEL SIGNEX. M.P. 4.50I-65 SPUR SB

P-21


CONSTRUCT PANEL SIGNM.P. 4.61

& GROUND SUPPORTSWITH 2-I BEAM POSTS


P-22


WITH 2-TYPE 1 POSTSREMOVE EX. SHEET SIGN

EX. M.P. 4.63NORTH WILLIAM H. NATCHER PARKWAY

I-65 SPUR NBS-17A

ON EXISTING POSTSCONSTRUCT SHEET SIGNS

REMOVE EXISTING GORE SIGNSEX. M.P. 5.22 SBEX. M.P. 4.78 NB

I-65 SPURS-24 & S-25

GROUND SUPPORTS TYPE ’A’WITH 2-I BEAM POSTS &CONSTRUCT PANEL SIGN

M.P. 5.08I-65 SPUR SB

P-23SHEETS ON EX. POSTS

CONSTRUCT I-165 SHIELDREMOVE EX. NATCHER PKWY SIGNS

EB APPROX. M.P. 8.11EB APPROX. M.P. 8.04EB APPROX. M.P. 7.99EB APPROX. M.P. 7.94WB APPROX. M.P. 8.17WB APPROX. M.P. 8.28WB APPROX. M.P. 8.35

I-165 SHIELDUS 68

TO EXIT 3CHANGE EXIT NUMBER

EX. M.P. 4.35I-65 SPUR SB

P-20



Page 62 of 223

SCALE: 1" = 500’

WARREN 3-2042.11

COUNTY OF ITEM NO.

NATCHER PARKWAY

MP 5.2 - MP 6.1


$$$$

DA

TE$$$$

DA

TE:

Bow ling Green

Russellville

Russellville

Bow ling Green WIL

LIA

M

H.

NA

TC

HE

R

PA

RK

WA

Y



Shaker M useum

At South Union

W estern Kentucky

University

5.2

5.3

5.4

5.5

5.6

5.7

5.8

5.9

6.1

MP 6


WITH 2-TYPE 1 POSTSREMOVE EX. SHEET SIGN

EX. M.P. 5.27NORTH WILLIAM H. NATCHER PARKWAY

I-65 SPUR NBS-26


STA. M.P. 5.35I-65 SPUR SB

P-24





P-26





P-25& GROUND SUPPORTSWITH 2-I BEAM POSTS

REMOVE EX. PANEL SIGNEX. M.P. 5.55

BOWLING GREEN 2 MILESI-65 SPUR NB

M.P. 5.31SIGN WITH 2-TYPE 1 POSTS

CONSTRUCT RELOCATED SHEET2-TYPE 1 POSTS

SHEET SIGN, REMOVE REMOVE & RELOCATE EX.

EX. M.P. 5.33BRIDGE FREEZES BEFORE ROAD

I-65 SPUR NBS-26A



Page 63 of 223

SCALE: 1" = 500’

Bow ling Green

Technical College

Com m unity and

Southcentral KY

Bow ling Green

WARREN 3-2042.11

COUNTY OF ITEM NO.

NATCHER PARKWAY

MP 6.1 - MP 7.0


$$$$

DA

TE$$$$

DA

TE:

Russellville

Bow ling Green

WIL

LIA

M

H.

NA

TC

HE

R

PA

RK

WA

Y

C



6.1

6.2

6.3

6.4

6.5

6.6

6.7

6.8

6.9

MP 7

C


M.P. 6.16I-65 SPUR NB

P-28





P-27





P-29





P-31


SIGN WITH 2-I BEAM POSTSCONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS


EX. M.P. 6.48EXIT 7 - FOOD/ATTRACTIONS

I-65 SPUR SBP-30



Page 64 of 223

WARREN 3-2042.11

COUNTY OF ITEM NO.

US 231

M.P. 5.7 - 6.6

CORRIDOR SHEET (58 OF 59)SCALE: 1" = 500’

$$$$

DA

TE$$$$

DA

TE:

Louisville

Nashville

O w ensboro

Louisville

Nashville

O w ensboro

C

C

C

5.7

5.8

5.9

6.1

6.2

6.3

6.4

6.5

6.6

6.7

MP 6

POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,

M.P. 6.20US 231 NB

P-179


M.P. 6.42US 231 NB

P-180


M.P. 6.60US 231 NB

P-181



Page 112 of 223

WARREN 3-2042.11

COUNTY OF ITEM NO.

US 231

M.P. 6.6 - 7.5

CORRIDOR SHEET (59 OF 59)SCALE: 1" = 500’

$$$$

DA

TE$$$$

DA

TE:

Louisville

Nashville

O w ensboro

Louisville

Nashville

O w ensboro

C

C

6.5

6.6

6.7

6.8

6.9

MP 7

7.1

7.2

7.3

7.4

7.5


M.P. 6.67US 231 SB

P-182


M.P. 6.92US 231 SB

P-183


M.P. 7.12US 231 SB

P-184



Page 113 of 223

COUNTY OF ITEM NO.

DETAIL SHEET

PANEL SIGN

X Y WIDTH HEIGHT

SIGN INFORMATION SIGN LOCATION / SUPPORT

SYMBOL

Green

White/White

Reflective

Reflective

WARREN

Green

White/White

Reflective

Reflective

17’-0"

16’-0"

2"

12"

22’-0"

10’-6"

2"

12"

P-8

SB

RT

P-9

NB

RT

SUPPORT TYPE: TY. C

18’ RIGHT

3-2042.11

QUANTITY

SIGN NUMBER

WIDTH

HEIGHT

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS

CLEARANCEHORIZONTAL ’ LEFT

3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE

SIGN LOCATION / SUPPORT

SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

QUANTITY

SIGN NUMBER

WIDTH

HEIGHT

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

SUPPORT TYPE

1

CONC "a" =

CONC "b" =

1. =

2. =



X Y WIDTH HEIGHTSYMBOL

Green

White/White

Reflective

Reflective

2"

12"

P-12

NB

RT

SUPPORT TYPE: TY. C

18’ RIGHT

QUANTITY

SIGN NUMBER

WIDTH

HEIGHT

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

3. =

4. =

Yds.Cu.

SIGN INFORMATION

SUPPORT TYPE


1

CONC "a" =

CONC "b" =

1. =

2. =

254.8

307.0

Nashville

Louisville

23.1" 157.8" 23.1"

17’-0"

155.7"

18"E

18.3"

23.4"

48"

15"

20"(1)

15"

20"(1)

17.3"

12"E

21.3"

16’-

0"

FONT:

(1) ClearviewHwy-5-W

Panel Style: guide_fwy_advance_b.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=12"

TH=2"

7.5"

15"E

7.5"

7.5"

15"E

7.5"

10"10"E10"2

’-6"

14’-0"BORDER

R=3.25"

TH=2" 26.88" 26.88"114.24"

22’-0"

10’-6"

254.8

M1_1 48 48121.276.1

36M1-4 70.6 45

36M1-4 70.6 45

W18X40

3.5

99.63

28.0

32.0

I-165; 2.80

I-165; 2.00

I-165; 2.30

27’

9’9.63

W18X35

25’

EXISTING POSTS

POSTS

POSTS

SUPPORT TYPE:

’ RIGHT

29’

24.0

Bow ling Green

33.4" 197.2" 33.4"

22’-0"

95.1"

15"E

15.9"

19.4"

36"

12"

16"(1)

14.2"

10"E

18.4"

10’-

6"

FONT:


Panel Style: guide_exp_advance_b.ssi


BORDER

R=12"

TH=2"

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

Bow ling Green

33.4" 197.2" 33.4"

22’-0"

94.9"

15"E

16.1"

19.2"

36"

12"

16"(1)

14.2"

10"E

18.6"

10’-

6"

FONT:




BORDER

R=12"

TH=2"

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

109.5

109.5

3.5’



Page 119 of 223

COUNTY OF ITEM NO.

DETAIL SHEET

PANEL SIGN

WIDTH

HEIGHT

Green

White/White

Reflective

Reflective

WARREN

WIDTH

HEIGHT

Green

White/White

Reflective

Reflective

2"

12"

6’-6"

5’-0"

8"

1.5"

P-22

NB

RT

SUPPORT TYPE: TY. C

3-2042.11

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH


3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

2

CONC "a" =

CONC "b" =

1. =

2. =

’ RIGHT

SUPPORT TYPE:

QUANTITY

WIDTH

HEIGHT



Green

White/White

Reflective

Reflective

M1_4 36

20’-0"

13’-0"

2"

12"

P-21

SB

RT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH


3. =

4. =

Yds.Cu.

SIGN INFORMATION

SUPPORT TYPE


1

CONC "a" =

CONC "b" =

1. =

2. =

S-24, S-25

NB, SB

20.2 37.8

M1_4 3636

22’-0"

14’-6"

24.0AR_TypeA

4597.5

18’ RIGHT

32.5

283.8

99.8

114.0

Franklin

Bow ling Green

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

21.4" 197.2" 21.4"

20’-0"

123.9"

15"E

17.1"

20.2"

36"

12"

16"(1)

12"

16"(1)

14.2"

10"E

19.6"

13’-

0"

FONT:


Panel Style: guide_fwy_intermediate.ssi


BORDER

R=12"

TH=2"

342.8

117.8

117.1

6.7AR_TypeA 28.318.038.0

I-165; 4.50

I-165; 4.61

I-165; 4.78, 5.22

W16X31

26’

24’

22’

9’9.63

"D" = BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS

RT, RT

15.75"46.5"15.75"

6’-6"

31"

18"D

11"

9"

12"EM

10"

22.3"

6.7"

5’-

0"

Panel Style: guide_fwy_gore.ssi


BORDER

R=8"

TH=1.5"

EXISTING POSTS

EXISTING POSTS

POSTS

SUPPORT TYPE:

’ RIGHT

Russellville

Bow ling Green

33.4" 197.2" 33.4"

22’-0"

20.15"

36"

12"

16"(1)

12"

16"(1)

12"

29.7"

20.15"

14’-

6"

FONT:




BORDER

R=12"

TH=2"

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

3.5’



Page 122 of 223

WIDTH

HEIGHT


Green

White/White

Reflective

Reflective

2"

12"

P-25

SB

RT

SUPPORT TYPE: TY. C

18’ RIGHT

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

SIGN INFORMATION

SUPPORT TYPE


1

CONC "a" =

CONC "b" =

1. =

2. =

COUNTY OF ITEM NO.

DETAIL SHEET

PANEL SIGN

WIDTH

HEIGHT


WARRENP-23

SUPPORT TYPE: TY. A

6’ RIGHT

3-2042.11QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SUPPORT TYPE

SYMBOL

CONC "a" =

CONC "b" =

1. =

2. =

Green

White/White

Reflective

Reflective

2"

12"

1 SB

RT20’-0"

13’-0"

WIDTH

HEIGHT


P-24

SUPPORT TYPE: TY. C

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SUPPORT TYPE

SYMBOL

CONC "a" =

CONC "b" =

1. =

2. =

Green

White/White

Reflective

Reflective

2"

12"

1 SB

RT

283.8

22’-0"

14’-6"

Franklin

Bow ling Green

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

21.4" 197.2" 21.4"

20’-0"

124.1"

15"E

16.9"

20.4"

36"

12"

16"(1)

12"

16"(1)

14.2"

10"E

19.4"

13’-

0"

FONT:




BORDER

R=12"

TH=2"

Russellville

Bow ling Green

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

21.4" 197.2" 21.4"

20’-0"

123.9"

15"E

17.1"

20.2"

36"

12"

16"(1)

12"

16"(1)

14.2"

10"E

19.6"

13’-

0"

FONT:




BORDER

R=12"

TH=2"

342.8

20’-0"

13’-0"

283.8

M1_4 364597.5 99.8

20.2 37.8

M1_4 3636

24.0AR_TypeA

114.0117.8

117.1

M1_4 36 3699.8102.0

I-165; 5.08

I-165; 5.35

I-165; 5.90

W18X35

3.5

96.42

W21X44

9

6.42

18’ RIGHT

W16X31

21.5

22.5

3.5

9

POSTS

POSTS

POSTS

26.5

26.5

26.5

29’

29’

Russellville

Bow ling Green

33.4" 197.2" 33.4"

22’-0"

20.15"

36"

12"

16"(1)

12"

16"(1)

12"

29.7"

20.15"

14’-

6"

FONT:




BORDER

R=12"

TH=2"

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

412.57



Page 123 of 223

COUNTY OF ITEM NO.

DETAIL SHEET

PANEL SIGN

WARREN

WIDTH

HEIGHT

Green

White/White

Reflective

Reflective

WIDTH

HEIGHT

Green

White/White

Reflective

Reflective

20’-0"

10’-6"

2"

12"

2"

12"

SB

RT

SUPPORT TYPE: TY. C

18’ RIGHT

3-2042.11QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

2

CONC "a" =

CONC "b" =

1. =

2. =

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

WIDTH

HEIGHT

Green

White/White

Reflective

Reflective

19’-0"

10’-0"

2"

12"

12’ RIGHT

QUANTITY

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

2

CONC "a" =

CONC "b" =

1. =

2. =

P-29, P-42

P-27

NB, SB

190.0

233.8

NB, SB

22’-0"

13’-0"

309.8

Bow ling Green

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

21.4" 197.2" 21.4"

20’-0"

95.1"

15"E

15.9"

19.4"

36"

12"

16"(1)

14.2"

10"E

18.4"

10’-

6"

FONT:




BORDER

R=12"

TH=2"

Com m unity and

Southcentral KY

Technical College

18.25" 191.5" 18.25"

19’-0"

91"

10"E

19"

17.4"

13.4"(1)

10.1"

13.4"(1)

10.1"

13.4"(1)

10.6"

15"E

16.6"

10’-

0"

FONT:

(1) ClearviewHwy-5-W-R

Panel Style: guide_fwy_supplemental.ssi


BORDER

R=12"

TH=2"

36M1-4 70.6 4597.5

M1_4 36 3699.8114.0

I-165; 6.16, 8.64

I-165; 6.31, 8.48

I-165; 6.41

W21X44

9

P-28, P-43

RT, RT

RT, RT

POSTS

POSTS

POSTS

W18X35, W10X22

19, 17

25, 19

9, 86.42, 4.18

SUPPORT TYPE: TY. C, TY. C

18’, 6’ RIGHT

SUPPORT TYPE: TY. C, TY. A

18’, 32’

18’, 35,

W12X26, W21X44

3, 4

8, 98.384.18

3.5, 3

22’

24’

26’

Russellville

Bow ling Green

33.4" 197.2" 33.4"

22’-0"

124.1"

15"E

16.9"

20.4"

36"

12"

16"(1)

12"

16"(1)

14.2"

10"E

19.4"

13’-

0"

FONT:




BORDER

R=12"

TH=2"

28.1" 57.8" 28.1"

9’-6"

10"10"E10"

7.5"

15"E

7.5"2’-

6"

BORDER

R=3.25"

TH=2"

412.57



Page 124 of 223

DETAIL SHEET

PANEL SIGN

COUNTY OF ITEM NO.

WARREN 3-2042.11

QUANTITY

WIDTH

HEIGHT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

CLEARANCEHORIZONTAL

3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

2

CONC "a" =

CONC "b" =

1. =

2. =

SUPPORT TYPE:

QUANTITY

WIDTH

HEIGHT

NB

RT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

CSUPPORT TYPE:

9.85"58.3"9.85"

6’-6"

8"8"E6"

24"

8"

4’-

6"

Panel Style: guide_exp_advance_minor.ssi


BORDER

R=7"

TH=1.5"

6’-6"

4’-6"

1.5"

7"

Green

White/White

Reflective

Reflective

KY_4 24 8 30 24

QUANTITY

WIDTH

HEIGHT

NB

RT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH



3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

C

’ RIGHT

SUPPORT TYPE:

29.3

P-179, P-184

P-180

P-181

2.5" X 10 GA.

17

17

0.691.5’

3.5’

POSTS

RT, LT

NB, SB

"D" = BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS

’D’

US 231; 6.20, 7.12

US 231; 6.42

POSTS

W6X16

18.5

18.5

1.165

18

US 231; 6.60

POSTS

W8X18

2

19.5

19.5

2.5

72.54

18 ’ RIGHT

18’ RIGHT

18’ LEFT

AR_Type A

M1_1

M1_1

KY_4 22.3

63

97.7 94.3

13.9

94.3

94.3 30

24

30

16 25.2

24

24

24

Reflective

Reflective

White/White

Green

12"

2"

143.8

11’-6"

12’-6"

M1_1

M1_1

KY_4 22.3

63

97.7 94.3

94.3

94.3 30

24

30 24

24

24

Reflective

Reflective

White/White

Green

12"

2"

131.3

12’-6"

10’-6"

Louisville

Nashville

O w ensboro

Louisville

Nashville

O w ensboro

22.3" 105.4" 22.3"

12’-6"

19.7"

24"

94.3"

9.2"6"E4.5"

24"

8.1"10.7"(1)8.1"10.7"(1)8.1"10.7"(1)8.1"

16"

13.8"

9.2"6"E4.5"

24"

94.3"

11’-

6"

FONT:




BORDER

R=12"

TH=2"

22.3" 105.4" 22.3"

12’-6"

19.5"

24"

82.5"

9"6"E4.5"

24"

8.1"10.7"(1)8.1"10.7"(1)8.1"10.7"(1)7.1"8"E11"

9"6"E4.5"

24"

82.5"

10’-

6"

FONT:




BORDER

R=12"

TH=2"

62.4



Page 159 of 223

DETAIL SHEET

PANEL SIGN

COUNTY OF ITEM NO.

WARREN 3-2042.11QUANTITY

WIDTH

HEIGHT

SB

LT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH


CLEARANCEHORIZONTAL

3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

C

’ RIGHT

SUPPORT TYPE:

QUANTITY

WIDTH

HEIGHT

SB

LT

SIGN NUMBER

BORDER WIDTH

BORDER RADII

STATIONS(S)

LEGEND/BORDER COLOR

AREA (Sq. Ft.)

PANEL MATERIAL

LEGEND MATERIAL

PANEL COLOR

BEAM SIZE

MOUNTING STYLE

BEAM MATERIAL

SIDE OF ROAD

ROAD & MILE POINT

TRAFFIC DIRECTION

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH

BEAM/POST LENGTH


CLEARANCEHORIZONTAL

3. =

4. =

Yds.Cu.

X Y WIDTH HEIGHT

SIGN INFORMATION

SUPPORT TYPE


SYMBOL

1

CONC "a" =

CONC "b" =

1. =

2. =

C

’ RIGHT

SUPPORT TYPE:

2"

12"

Green

White/White

Reflective

Reflective

KY_4 94.3 30 24

M1_1 94.3 24 24

M1_1 94.3 30 24

13.9 16 25.2AR_Type A

P-183

P-182

US 231; 6.92

POSTS

W10X26

19.5

21.5

3

84.18

18’ LEFT

US 231; 6.67

POSTS

W8X21

27.5

24.5

2.542.5

7

18’ LEFT

22.3

63

97.7

M1_1

M1_1

KY_4 22.3

63

97.7 94.3

94.3

94.3 30

24

30 24

24

24

Reflective

Reflective

White/White

Green

12"

2"

Louisville

Nashville

O w ensboro

Louisville

Nashville

O w ensboro

22.3" 105.4" 22.3"

12’-6"

19.7"

24"

94.3"

9.2"6"E4.5"

24"

8.1"10.7"(1)8.1"10.7"(1)8.1"10.7"(1)8.1"

16"

13.8"

9.2"6"E4.5"

24"

94.3"

11’-

6"

FONT:




BORDER

R=12"

TH=2"

22.3" 105.4" 22.3"

12’-6"

19.5"

24"

82.5"

9"6"E4.5"

24"

8.1"10.7"(1)8.1"10.7"(1)8.1"10.7"(1)7.1"8"E11"

9"6"E4.5"

24"

82.5"

10’-

6"

FONT:




BORDER

R=12"

TH=2"

143.8

11’-6"

12’-6"

131.3

12’-6"

10’-6"

62.4



Page 160 of 223

PROPOSAL BID ITEMS

Report Date 11/7/18Page 1 of 1

181046

Section: 0001 - SIGNINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT

0010 01983DELINEATOR FOR GUARDRAIL MONODIRECTIONAL YELLOW 4.00 EACH $

0020 02351 GUARDRAIL-STEEL W BEAM-S FACE 300.00 LF $0030 02367 GUARDRAIL END TREATMENT TYPE 1 2.00 EACH $0040 02369 GUARDRAIL END TREATMENT TYPE 2A 2.00 EACH $0050 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0060 06400 GMSS GALV STEEL TYPE A 46,428.00 LB $

0070 06405SBM ALUMINUM PANEL SIGNS(REVISED: 11-7-18) 31,595.00 SQFT $

0080 06406 SBM ALUM SHEET SIGNS .080 IN 665.00 SQFT $0090 06407 SBM ALUM SHEET SIGNS .125 IN 820.00 SQFT $

0100 06410STEEL POST TYPE 1(REVISED: 11-7-18) 794.00 LF $

0110 06412 STEEL POST MILE MARKERS 142.00 EACH $0120 06420 OSS ALUMINUM 55 FT TRUSS 1.00 EACH $

0130 06441GMSS GALV STEEL TYPE C(REVISED: 11-7-18) 65,783.00 LB $

0140 06448 SIGN BRIDGE ATTACHMENT BRACKET 10.00 EACH $0150 06451 REMOVE SIGN SUPPORT BEAM 116.00 EACH $

0160 06490CLASS A CONCRETE FOR SIGNS(REVISED: 11-7-18) 401.00 CUYD $

0170 06491STEEL REINFORCEMENT FOR SIGNS(REVISED: 11-7-18) 11,652.00 LB $

0180 20418ED REMOVE & RELOCATE SIGNS 9.00 EACH $0190 20419ND ROADWAY CROSS SECTION 99.00 EACH $0200 21373ND REMOVE SIGN 123.00 EACH $0210 21596ND GMSS TYPE D 2.00 EACH $0220 23639ED REM SIGN BRIDGE MOUNT ATTACHMENT 11.00 EACH $0230 24631EC BARCODE SIGN INVENTORY 279.00 EACH $0240 25002EC SIGN OVERLAY 1,317.00 SQFT $

Section: 0002 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0250 02569 DEMOBILIZATION 1.00 LS $



Page 223 of 223

Documents

7%!,4(/&+%.45#+9 .BUUIFX( #FWJO TRANSPORTATION CAB ... · quantities for the type c supports shall include all necessary galvanizing, hardware, etc. is to be considered incidental