Post on 17-Jul-2020
transcript
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
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
ESTIMATE OF QUANTITIES
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
ESTIMATE OF QUANTITIES
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
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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)
$$$$
DA
TE$$$$
DA
TE:
Nashville
Louisville
Bow ling Green
ELROD ROAD
C
WIL
LIA
M
H.
NA
TC
HE
R
PA
RK
WA
Y
MATCHLINE (SEE SHEET 4)
MATCHLINE (SEE SHEET 2)
1.6
1.7
1.8
1.9
2.1
2.2
2.3
2.4
2.5
MP 2
C
ON EXISTING POSTSCONSTRUCT PANEL SIGN
PANEL SIGNREMOVE EXISTING
EX. M.P. 2.00I-65 SPUR SB
P-8
GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS & CONSTRUCT PANEL SIGN
M.P. 2.30& GROUND SUPPORTS
WITH 3- I BEAM POSTS REMOVE EX. PANEL SIGN
EX. M.P. 2.33I-65 SPUR NB
P-9
M.P. 2.50& GROUND SUPPORTS TYPE ’C’SIGN WITH 2-I BEAM POSTS
CONSTRUCT RELOCATED PANEL POSTS & GROUND SUPPORTS
PANEL SIGN, REMOVE 2-I BEAM REMOVE & RELOCATE EX.
EX. M.P. 2.52EXIT 6 - FOODI-65 SPUR NB
P-10
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 59 of 223
SCALE: 1" = 500’
WARREN 3-2042.11
COUNTY OF ITEM NO.
NATCHER PARKWAY
MP 2.5 - MP 3.4
CORRIDOR SHEET (6 OF 59)
$$$$
DA
TE$$$$
DA
TE:
Bow ling Green
WIL
LIA
M
H.
NA
TC
HE
R
PA
RK
WA
Y
CC
MATCHLINE (SEE SHEET 5)
MATCHLINE (SEE SHEET 3)
Bow ling Green
2.5
2.6
2.7
2.8
2.9
3.1
3.2
3.3
3.4
MP 3
CC
GROUND SUPPORTS TYPE ’C’WITH 3-I BEAM POSTS &CONSTRUCT PANEL SIGN
M.P. 2.80I-65 SPUR NB
P-12
M.P. 3.01& GROUND SUPPORTS TYPE ’C’ SIGN WITH 2-I BEAM POSTS
CONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS
PANEL SIGN, REMOVE 2-I BEAM REMOVE & RELOCATE EX.
EX. M.P. 2.93EXIT 6 - GAS/LODGING
I-65 SPUR NBP-13
M.P. 2.65& GROUND SUPPORTS TYPE ’C’
SIGN WITH 2-I BEAM POSTSCONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS
PANEL SIGN, REMOVE 2-I BEAMREMOVE & RELOCATE EX.
EX. M.P. 2.71EXIT 6 - FOODI-65 SPUR NB
P-11
& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS
CONSTRUCT PANEL SIGN M.P. 3.30
& GROUNDS SUPPORTSWITH 3-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 3.36I-65 SPUR NB
P-14
WITH 2-TYPE 1 POSTSCONSTRUCT SHEET SIGN
WITH 2-TYPE 1 POSTS REMOVE EX. SHEET SIGN
EX. M.P. 3.33SOUTH WILLIAM H. NATCHER PARKWAY
I-65 SPUR SBS-11B
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 60 of 223
SCALE: 1" = 500’
WARREN 3-2042.11
COUNTY OF ITEM NO.
NATCHER PARKWAY
MP 4.3 - MP 5.2
CORRIDOR SHEET (8 OF 59)
$$$$
DA
TE$$$$
DA
TE:
Franklin
Bow ling Green
Bow ling Green
Franklin
Russellville
Bow ling Green
C
MATCHLINE (SEE SHEET 7)
MATCHLINE (SEE SHEET 5)
Chaney’s
Dairy Barn
Lost River Cave
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.1
5.2
MP 5
C
M.P. 4.41& GROUND SUPPORTS TYPE ’C’
SIGN WITH 2-I BEAM POSTS
CONSTRUCT RELOCATED PANEL
POSTS & GROUND SUPPORTS
PANEL SIGN, REMOVE 2-I BEAM
REMOVE & RELOCATE EX.EX. M.P. 4.10
EXIT 7 - FOOD/ATTRACTIONS
I-65 SPUR NBP-13A
SIGN ON EXISTING POSTSCONSTRUCT PANEL
REMOVE EX. PANEL SIGNEX. M.P. 4.50I-65 SPUR SB
P-21
& GROUND SUPPORTS TYPE ’C’WITH 3-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 4.61
& GROUND SUPPORTSWITH 2-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 4.53I-65 SPUR NB
P-22
WITH 2-TYPE 1 POSTSCONSTRUCT SHEET SIGN
WITH 2-TYPE 1 POSTSREMOVE EX. SHEET SIGN
EX. M.P. 4.63NORTH WILLIAM H. NATCHER PARKWAY
I-65 SPUR NBS-17A
ON EXISTING POSTSCONSTRUCT SHEET SIGNS
REMOVE EXISTING GORE SIGNSEX. M.P. 5.22 SBEX. M.P. 4.78 NB
I-65 SPURS-24 & S-25
GROUND SUPPORTS TYPE ’A’WITH 2-I BEAM POSTS &CONSTRUCT PANEL SIGN
M.P. 5.08I-65 SPUR SB
P-23SHEETS ON EX. POSTS
CONSTRUCT I-165 SHIELDREMOVE EX. NATCHER PKWY SIGNS
EB APPROX. M.P. 8.11EB APPROX. M.P. 8.04EB APPROX. M.P. 7.99EB APPROX. M.P. 7.94WB APPROX. M.P. 8.17WB APPROX. M.P. 8.28WB APPROX. M.P. 8.35
I-165 SHIELDUS 68
TO EXIT 3CHANGE EXIT NUMBER
EX. M.P. 4.35I-65 SPUR SB
P-20
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 62 of 223
SCALE: 1" = 500’
WARREN 3-2042.11
COUNTY OF ITEM NO.
NATCHER PARKWAY
MP 5.2 - MP 6.1
CORRIDOR SHEET (9 OF 59)
$$$$
DA
TE$$$$
DA
TE:
Bow ling Green
Russellville
Russellville
Bow ling Green WIL
LIA
M
H.
NA
TC
HE
R
PA
RK
WA
Y
MATCHLINE (SEE SHEET 6)
MATCHLINE (SEE SHEET 8)
Shaker M useum
At South Union
W estern Kentucky
University
5.2
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.1
MP 6
WITH 2-TYPE 1 POSTSCONSTRUCT SHEET SIGN
WITH 2-TYPE 1 POSTSREMOVE EX. SHEET SIGN
EX. M.P. 5.27NORTH WILLIAM H. NATCHER PARKWAY
I-65 SPUR NBS-26
GROUND SUPPORTS TYPE ’C’WITH 3-I BEAM POSTS & CONSTRUCT PANEL SIGN
STA. M.P. 5.35I-65 SPUR SB
P-24
& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 6.05
& GROUND SUPPORTSWITH 2-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 5.92I-65 SPUR SB
P-26
& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 5.90
& GROUND SUPPORTSWITH 2-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 5.44I-65 SPUR SB
P-25& GROUND SUPPORTSWITH 2-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 5.55
BOWLING GREEN 2 MILESI-65 SPUR NB
M.P. 5.31SIGN WITH 2-TYPE 1 POSTS
CONSTRUCT RELOCATED SHEET2-TYPE 1 POSTS
SHEET SIGN, REMOVE REMOVE & RELOCATE EX.
EX. M.P. 5.33BRIDGE FREEZES BEFORE ROAD
I-65 SPUR NBS-26A
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 63 of 223
SCALE: 1" = 500’
Bow ling Green
Technical College
Com m unity and
Southcentral KY
Bow ling Green
WARREN 3-2042.11
COUNTY OF ITEM NO.
NATCHER PARKWAY
MP 6.1 - MP 7.0
CORRIDOR SHEET (10 OF 59)
$$$$
DA
TE$$$$
DA
TE:
Russellville
Bow ling Green
WIL
LIA
M
H.
NA
TC
HE
R
PA
RK
WA
Y
C
MATCHLINE (SEE SHEET 9)
MATCHLINE (SEE SHEET 7)
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
MP 7
C
GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS & CONSTRUCT PANEL SIGN
M.P. 6.16I-65 SPUR NB
P-28
& GROUND SUPPORTS TYPE ’C’WITH 3-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 6.41
& GROUND SUPPORTSWITH 3-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 6.02I-65 SPUR SB
P-27
& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 6.31
& GROUND SUPPORTSWITH 2-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 6.19I-65 SPUR NB
P-29
& GROUND SUPPORTS TYPE ’C’WITH 2-I BEAM POSTS
CONSTRUCT PANEL SIGNM.P. 6.66
& GROUND SUPPORTSWITH 3-I BEAM POSTS
REMOVE EX. PANEL SIGNEX. M.P. 7.05I-65 SPUR NB
P-31
M.P. 6.56& GROUND SUPPORTS TYPE ’C’
SIGN WITH 2-I BEAM POSTSCONSTRUCT RELOCATED PANELPOSTS & GROUND SUPPORTS
PANEL SIGN, REMOVE 2-I BEAM REMOVE & RELOCATE EX.
EX. M.P. 6.48EXIT 7 - FOOD/ATTRACTIONS
I-65 SPUR SBP-30
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 64 of 223
WARREN 3-2042.11
COUNTY OF ITEM NO.
US 231
M.P. 5.7 - 6.6
CORRIDOR SHEET (58 OF 59)SCALE: 1" = 500’
$$$$
DA
TE$$$$
DA
TE:
Louisville
Nashville
O w ensboro
Louisville
Nashville
O w ensboro
C
C
C
5.7
5.8
5.9
6.1
6.2
6.3
6.4
6.5
6.6
6.7
MP 6
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 6.20US 231 NB
P-179
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 6.42US 231 NB
P-180
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 6.60US 231 NB
P-181
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 112 of 223
WARREN 3-2042.11
COUNTY OF ITEM NO.
US 231
M.P. 6.6 - 7.5
CORRIDOR SHEET (59 OF 59)SCALE: 1" = 500’
$$$$
DA
TE$$$$
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
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 6.67US 231 SB
P-182
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 6.92US 231 SB
P-183
POSTS, & GROUND SUPPORTSCONSTRUCT PANEL SIGN,
M.P. 7.12US 231 SB
P-184
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
CLEARANCEHORIZONTAL ’ LEFT
3. =
4. =
Yds.Cu.
SUPPORT TYPE
1
CONC "a" =
CONC "b" =
1. =
2. =
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
CLEARANCEHORIZONTAL ’ LEFT
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
SIGN LOCATION / SUPPORT
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_b.ssi
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_b.ssi
M.U.T.C.D.: 2009 Edition
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’
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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
"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
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 ’ LEFT
3. =
4. =
Yds.Cu.
X Y WIDTH HEIGHT
SIGN INFORMATION
SUPPORT TYPE
SIGN LOCATION / SUPPORT
SYMBOL
2
CONC "a" =
CONC "b" =
1. =
2. =
’ RIGHT
SUPPORT TYPE:
QUANTITY
WIDTH
HEIGHT
CLEARANCEHORIZONTAL ’ LEFT
X Y WIDTH HEIGHTSYMBOL
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
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
3. =
4. =
Yds.Cu.
SIGN INFORMATION
SUPPORT TYPE
SIGN LOCATION / SUPPORT
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:
(1) ClearviewHwy-5-W
Panel Style: guide_fwy_intermediate.ssi
M.U.T.C.D.: 2009 Edition
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
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_b.ssi
M.U.T.C.D.: 2009 Edition
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’
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 122 of 223
WIDTH
HEIGHT
X Y WIDTH HEIGHTSYMBOL
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
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
CLEARANCEHORIZONTAL ’ LEFT
3. =
4. =
Yds.Cu.
SIGN INFORMATION
SUPPORT TYPE
SIGN LOCATION / SUPPORT
1
CONC "a" =
CONC "b" =
1. =
2. =
COUNTY OF ITEM NO.
DETAIL SHEET
PANEL SIGN
WIDTH
HEIGHT
SIGN INFORMATION SIGN LOCATION / SUPPORT
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
"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
SUPPORT TYPE
SYMBOL
CONC "a" =
CONC "b" =
1. =
2. =
Green
White/White
Reflective
Reflective
2"
12"
1 SB
RT20’-0"
13’-0"
WIDTH
HEIGHT
SIGN INFORMATION SIGN LOCATION / SUPPORT
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
"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
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:
(1) ClearviewHwy-5-W
Panel Style: guide_fwy_intermediate.ssi
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_fwy_intermediate.ssi
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_b.ssi
M.U.T.C.D.: 2009 Edition
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
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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
"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
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
"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. =
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
"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
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:
(1) ClearviewHwy-5-W
Panel Style: guide_fwy_intermediate.ssi
M.U.T.C.D.: 2009 Edition
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
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_b.ssi
M.U.T.C.D.: 2009 Edition
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
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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
SIGN LOCATION / SUPPORT
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
"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. =
CSUPPORT TYPE:
9.85"58.3"9.85"
6’-6"
8"8"E6"
24"
8"
4’-
6"
Panel Style: guide_exp_advance_minor.ssi
M.U.T.C.D.: 2009 Edition
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
"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. =
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_minor.ssi
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_minor.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=12"
TH=2"
62.4
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
CLEARANCEHORIZONTAL
3. =
4. =
Yds.Cu.
X Y WIDTH HEIGHT
SIGN INFORMATION
SUPPORT TYPE
SIGN LOCATION / SUPPORT
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
"C" = OMNI-DIRECTIONAL BREAK-A-WAY"B" = STANDARD BREAK-A-WAY BEAMS"A" = FIXED BEAMS
CLEARANCEHORIZONTAL
3. =
4. =
Yds.Cu.
X Y WIDTH HEIGHT
SIGN INFORMATION
SUPPORT TYPE
SIGN LOCATION / SUPPORT
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_minor.ssi
M.U.T.C.D.: 2009 Edition
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:
(1) ClearviewHwy-5-W
Panel Style: guide_exp_advance_minor.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=12"
TH=2"
143.8
11’-6"
12’-6"
131.3
12’-6"
10’-6"
62.4
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
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 $
VARIOUS COUNTIES NHPP 0031(020)
REVISED ADDENDUM #1: 11-7-18 Contract ID: 181046
Page 223 of 223