May 27, 2014 CALL NO. 101 CONTRACT ID NO. 144112 ADDENDUM # 1 Subject: Estill County, HSIP 5262 (051) Letting May 30, 2014 (1)Revised – Detail Sheets – Pages 32-36 and Pages 38-47 of 101 (2)Added - Edge Detail D – Page 36(a) of 101 (3)Revised – Bid Items – Pages 100-101 of 101 Proposal revisions are available at http://transportation.ky.gov/Construction- Procurement/ . If you have any questions, please contact us at 502-564-3500. Sincerely, Diana Castle Radcliffe Director Division of Construction Procurement DR:ks Enclosures
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May 27, 2014
CALL NO. 101
CONTRACT ID NO. 144112
ADDENDUM # 1
Subject: Estill County, HSIP 5262 (051)
Letting May 30, 2014
(1)Revised – Detail Sheets – Pages 32-36 and Pages 38-47 of 101 (2)Added - Edge Detail D – Page 36(a) of 101
(3)Revised – Bid Items – Pages 100-101 of 101
Proposal revisions are available at http://transportation.ky.gov/Construction-
Procurement/.
If you have any questions, please contact us at 502-564-3500.
Sincerely,
Diana Castle Radcliffe
Director
Division of Construction Procurement
DR:ks
Enclosures
(IR
VIN
E B
YP
ASS)
KY 49
9
289+00
290+00
291+
00
292+00
293+00
294+00
295+00
296+00
297+00
298+00
299+00
300+00
301+
00
302+00
303+00 3
04+00 305+00
306
+00
307+00
308+00
309+00
310
+00
311
+00
312
+00
313
+00
314
+00
315
+00
316
+00
317
+00
318
+00
319
+00
320
+00
321+
00
322+00
323+00
324+00
325+00
326+00
327+00
328+00
329+00
330+00
331+
00
332+00
333+00
334+00
335+00
336+00
337+00
338+00
339+00
340+00
PC 296+03.4
7
PT 329+68.10
C
C
12’
6’6’
12’
10’
10’
310
+77.51
309+67.51
10’
12’
8’
12’
2’
8’
8’
12’
+
+
311
+77.51
313
+97.51
315
+00.00
322+53.60
+
324+90.27
+
110.00’
100.00’
220.00’102.49’
-50.0
0
315
+00
-16
0.0
0
315
+00
-160.0
0
311+50-
180.00
315
+00
-180.0
0
310
+50
-250.0
0
310
+50
-50.00329+6
8.10
-50.00
309+00
50.0
0’
309+50
80.00’
309+50
50.00’
315+50
80.00’
315+50
305+27.51
LANE TAPER550’
50.00’
306+00
60.00’
306+00
-16
0.0
0
314
+00
KY 1457
KY 52
(SAND HILL ROAD)
KY 1457
IRVINE
COUNTY:ESTILL STATE:KENTUCKY ITEM: 10-924.00 SHEET: PROJECT MAP
INSTALL LEFT TURN LANE AT MP 5.45 TO MP 5.840
NEAR: KY 1457 (SAND HILL) INTERSECTION
SITE: ESTILL COUNTY KY 52 HSIP PROJECT
$$$$desig
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E
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$$$$
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ER$$$$
US
ER:
$$$$
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Kentucky
RIC
HM
ON
D
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 32 of 101
REVISED: 5-26-14
ITEM
PR
OJE
CT
T
OT
AL
1.25" CLASS 2 ASPH SURF 0.38 D PG 64-22 96143.0" CLASS 2 ASPH BASE 1.0 D PG 64-22 3016.0" CLASS 2 ASPH BASE 1.0 D PG 64-22 40219.0" CLASS 2 ASPH BASE 1.0 D PG 64-22 18760.5" ASPHALT LEVELING & WEDGING 54654.0" CRUSHED STONE BASE 1357FULL DEPTH CRUSHED STONE BASE (1) 1335ASPHALT SEAL COAT (2) 1970ASPHALT SEAL AGGREGATE (2) 19703" PAVE MILLING (LONGITUDINAL EDGE KEY) 6643" PAVEMENT MILLING 4422
(1) 11.5 INCH DEPTH(2) TOTAL SY YD FOR 2 COURSES
SQUARE YARD
PAVING AREA
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 33 of 101
REVISED: 5-26-14
ED
GE
DT
AIL
S
&
TY
PS
IT
EM
10-0924.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
TY
PIC
AL
SE
CT
ION
S
DE
TA
IL S
HE
ET
1 O
F 7
CL
EX
CL
PR
12
’1
2’
10
’1
2’
12
’1
0’
4’
2’
2’
SH
LD
SH
LD
TU
RN
ING
LA
NE
SH
LD
R/W LINE
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
TY
PIC
AL
SE
CT
ION
S
ED
GE
DE
TA
IL B
ED
GE
DE
TA
IL C
ED
GE
DE
TA
IL A
CONST (19
60’s)
ORIGIN
AL
CONST (19
60’s)
ORIGINAL
SH
LD
8’
12
’
2:1
4:1
2’
ED
GE
DE
TA
IL D
1 8
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 34 of 101
REVISED: 5-26-14
ED
GE
DT
AIL
S
&
TY
PS
IT
EM
10-0924.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
ED
GE
DE
TA
IL
S A
& B
3"
1.2
5"
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
1.2
5" A
SP
HA
LT
SU
RF
AC
E 0
.38
PG
64
-2
2
ED
GE
DE
TA
IL A
ED
GE
DE
TA
IL B
EX
IST
ING
DG
A B
AS
E
PA
VE
D S
HO
UL
DE
RT
RA
FF
IC L
AN
E
DE
TA
IL
SH
EE
T 2
OF
7
WE
DG
ING
LE
VE
L &
MIL
L 2
.75
"+
/- D
EP
TH
EX
IST
ING
PA
VE
ME
NT
EX
IST
ING
DG
A B
AS
EE
XIS
TIN
G D
GA
BA
SE
MIL
LIN
G
KE
Y-IN
18"
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
1.2
5" A
SP
HA
LT
SU
RF
AC
E 0
.38
PG
64
-2
2
MIL
L 3
"+
/- D
EP
TH
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G6
4-2
2
8
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 35 of 101
REVISED: 5-26-14
ED
GE
DT
AIL
S
&
TY
PS
IT
EM
10-0924.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
ED
GE
DE
TA
IL C
ED
GE
DE
TA
IL C
DE
TA
IL
SH
EE
T 3
OF
7
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
1.2
5" A
SP
HA
LT
SU
RF
AC
E 0
.38 P
G64-22
PA
VE
D S
HO
UL
DE
R
3"
1.2
5"
EX
IST
ING
DG
A B
AS
EE
XIS
TIN
G A
SP
HA
LT
PA
VE
ME
NT
8
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 36 of 101
REVISED: 5-26-14
Orig
in
al
IT
EM
10-0924.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
ED
GE
DE
TA
IL D
DE
TA
IL
SH
EE
T 3
A O
F 7
EX
IST
ING
PA
VE
ME
NT
EX
IST
ING
DG
A B
AS
E
WE
DG
ING
LE
VE
L &
MIL
L 2
.75
"+
/- D
EP
TH
MIL
LIN
G
KE
Y-IN
18
"
PA
VE
ME
NT
FU
LL
DE
PT
H
2’
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
3.0
0" A
SP
HA
LT
BA
SE
1.0
0 P
G64-22
1.2
5" A
SP
HA
LT
SU
RF
AC
E 0
.38 P
G64-22
PA
VE
D S
HO
UL
DE
RT
RA
FF
IC L
AN
ES
ED
GE
DE
TA
IL D
MIL
L 3
"+
/- D
EP
TH
4 8
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112 Page 36(a) of 101
ADDED: 5-26-14
306+00
307+00
308+00
309+00
310+00
311+00
312+00
313+00
314+00
310+77.51
309+67.51
10’12’8’ 12’8’
8’12’
311+77.51
313+97.51
315+00.00
110.00’
100.00’
220.00’
102.49’
-180.00
310
+50
50.00’
315
+50
80.0
0’
315
+50
305+27.51
LANE TAPER
550’
RICH
MOND
CO
NS
TR
UC
TIO
N
ST
A. 3
05+
00 B
EG
IN
SC
AL
E 1
" =
10
0’
0’
50
’100’
Ex. R/
W
60.0
0’
306+00
50.00’
306+00
Ex. R/
W
80.0
0’
309+50
50.00’
309+50
Ex. R/
WEx. R/
W
Ex. R/
W
Ex. R/W
Ex. R/
W
Ex. R/
W
Ex. R/W
Ex. R/W
LANE TAPER
TAPER
BAY
STORAGE LANE
12’12’8’ 8’10
2’
’
12’8’
8’12’10’
2’
8’12’10’12’8’
2’
12’
12’
12’
12’10’10’
10’10’
8.3
2’
12’8’
2’
10’
IT
EM
10
-0
92
4.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
PL
AN
DE
TA
IL
ST
A 3
05
+0
0 -
31
5+
00
-250.00
310
+50
-180.00
315+00-16
0.00
311+
50
-160.00314+00
-160.00315+00
-50
+00
-50.0
0
309+
00
KY 52
IRVINE
KY 1457
SAND HILL
DE
TA
I S
HE
ET
5 O
F 8
CO
NS
TR
UC
T G
UA
RD
RA
IL-S
TE
EL
W B
EA
M-S
FA
CE
68
7.5
LIN
. FT
1 T
ER
M S
EC
NO
. 1
EN
D T
RE
AT
ME
NT
305+
00 -
311+
91
RT
ST
A -
RT
ST
A
A
A
EX
IS
TIN
G A
T S
TA
30
5+
00
TIE
PR
OP
OS
ED
GU
AR
DR
AIL
TO
RE
MO
VE
EX
IST
ING
GU
AR
DR
AIL
305+
00 -
311+
91
RT
ST
A -
RT
ST
A
68
7.5
LIN
. FT
CO
NS
TR
UC
T E
NT
RA
NC
E
312+
00
RT
ST
A
25
S.Y
.
TR
AF
FIC
BO
UN
D B
AS
E
31
3+
51
LT
ST
A
CO
NS
TR
UC
T A
SP
HA
LT
AP
RO
N O
N K
Y 1
457
14
S.Y
.
1.2
5 A
SP
HA
LT
SU
RF
AC
E
5 S
.Y.
FU
LL
DE
PT
H A
SP
HA
LT
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 38 of 101
REVISED: 5-26-14
316+00
317+00
318+00
319+00
320+00
321+00
322+00
323+00
324+00
12’ 6’6’ 12’10’10’
322+53.60
324+90.27
10
0’
SC
AL
E 1
" =
100’
0’
50
’
8’12’10’12’8’
315+00.00
2’
2’
8’12’10’8’12’
CO
NS
TR
UC
TIO
N
ST
A. 3
25+
00 E
ND
245.50’
LANE TAPER
IT
EM
10
-0
92
4.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
PL
AN
DE
TA
IL
ST
A 3
15+
00 -
325+
00
-50.0
0
315
+00
50.00’
325+00
50.00
315+00
-50.00
325+00
Ex. R/
W
Ex. R/W
RICH
MOND
IRVINE
KY 52
CO
NS
TR
UC
T A
SP
HA
LT
EN
TR
AN
CE
AP
RO
NC
ON
ST
RU
CT
AS
PH
AL
T E
NT
RA
NC
E A
PR
ON
324+
23
323+
46
322+
44
32
1+
41
31
9+
83
318+
68
LT
ST
A
316+
92
LT
ST
A
-160.00
315+00
Ex. R/
WEx. R/
W
13
S.Y
.
10
S.Y
.
41 S
.Y.
14
S.Y
.
20
S.Y
.
16 S
.Y.
1.2
5 IN
CH
AS
PH
AL
T S
UR
FA
CE
8 S
.Y.
FU
LL
DE
PT
H A
SP
HA
LT
SH
EE
T 6
OF
8
CO
NS
TR
UC
T E
DG
E K
EY
56.0
LIN
. FT
32
5+
00
ST
A
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 39 of 101
REVISED: 5-26-14
311+00
312+00
313+00
314+00
310+77.51
309+67.51
10’12’8’ 12’
2’
8’
8’12’
311+77.51
313+97.51
110.00’
100.00’
220.00’
102.49’
Existin
g R/
W
BAY TAPER
12’8’
12’ 12’10’ 8’8’
2’
12’12’ 8’12’8’
-160.00
314+00
80.00’
309+50
80.00’
315
+50
50.00’
315
+50
50.00’
309+50
4" D
BL YEL
4" D
BL YEL
4" S
OLID
WHITE
4" S
OLID
WHITE
4" S
OLID
WHITE
4" S
OLID
WHITE
4" D
BL YEL
4" S
OLID
WHITE
LANE TAPER LEFT
STORAGE LANE
Existin
g R/
W
Existin
g R/
W
RICH
MOND
IRVINE
KY 52
0’
50
’1
00
’
310+00
IT
EM
10-0924.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
50
.00
’
31
4+
00
SC
AL
E 1
" =
50’
KY 1457
SAND HILL
ST
A 3
10+
00 -
ST
A 3
14+
00
ST
RIP
ING
PL
AN
12’
12’
12’
12’10’
10’
10’
10’305+27.5
1
RICH
MOND
LANE TAPER
550’
TO
ST
A 3
09
+6
7.5
1
4" S
OLID
WHITE
4" S
OLID
WHITE
4" D
BL YEL
4" D
BL YEL
KY 52
310+00
TO
ST
A 3
05
+2
7.5
1
LA
NE
TA
PE
R
55
0’
LA
NE
TA
PE
R D
ET
AIL
SH
EE
T 7
OF
8
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 40 of 101
REVISED: 5-26-14
321+00
322+00
323+00
324+00
325+00
12’ 6’6’ 12’10’10’
322+53.60
324+90.27
IT
EM
10
-0
92
4.0
0
TU
RN
LA
NE
S A
T M
.P. 5
.45 T
O 5
.84
RIC
HM
ON
D-IR
VIN
E R
OA
D (K
Y 5
2)
ES
TIL
L C
OU
NT
Y
RICH
MOND
IRVINE
50
’
SC
AL
E 1
" =
50’
10
0’
0’
ST
A 3
20+
00 -
ST
A 3
25+
00
ST
RIP
ING
PL
AN
4" S
OLID
WHITE
4" S
OLID
WHITE
8’12’2’
10’12’8’
4" S
OL
ID W
HIT
E
4" S
OLID
WHITE
TO
ST
AT
IO
N 3
15
+0
0
CO
NT
INU
E S
AM
E S
TR
IPIN
G
Existin
g R/
W
Existin
g R/
W
KY 52
2’
12’8’10’12’8’
SH
EE
T 8
OF
8
4" S
OLID YELLO
W
4" S
OLID YELLO
W4" S
OLID YELLO
W
DO
UB
LE
YE
LL
OW
TIE
TO
EX
.
4" S
OL
ID Y
EL
LO
W4" B
ROKEN YELLO
W
(ST
AN
DA
RD
DR
AW
ING
NO
. TP
M-1
40
-02
)
TO
GA
PS
AS
DIR
EC
TE
D B
Y T
HE
PR
OJE
CT
EN
GIN
EE
R.
OR
DIM
EN
SIO
NS
IN A
SIM
ILA
R R
AT
IO O
F L
INE
SE
GM
EN
TS
CO
NS
IST
OF
10
-FO
OT
LIN
E S
EG
ME
NT
S A
ND
30
-FO
OT
GA
PS
,
**N
OR
MA
L B
RO
KE
N Y
EL
LO
W L
INE
S S
HO
UL
D B
E
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 41 of 101
REVISED: 5-26-14
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
GENERAL NOTES
GENERAL NOTES
BE DELIVERED TO THE LOCATION AS DIRECTED BY THE PROJECT ENGINEER.
THE DEPARTMENT WILL RETAIN OWNERSHIP OF ANY ASPHALT MILLING ON THIS PROJECT AND SHALL
ASPHALT MILLING
DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT, KY, AT (502)564-3670.
HEADWALL SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE
STANDARD DRAWINGS650.
ACCORDING TO SUBSECTIONS 402.03.02 AND 402.03.10 OF THE STANDARD SPECIFICATIONS.
WILL ACCEPT THE COMPACTION OF ASPHALT MIXTURES FURNISHED ON THIS PROJECT BY OPTION B
COMPACTION OF ASPHALT MIXTURES448.
DETERMINE WHAT UTILITY COMPANIES HAVE FACILITIES IN THE AREA.
KY 811. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO
COORDINATE EXCAVATION WITH THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE
TO BE MEMBERS OF THE KY 811 ONE-CALL BEFORE-U-DIG(BUD) SERVICE. THE CONTRACTOR MUST
CONTRACTOR SHOULD BE AWARE THAT OWNERS OF UNDERGROUND FACILITIES ARE NOT REQUIRED
PLACED A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) DAYS PRIOR TO EXCAVATION. THE
FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES. THE CALL IS TO BE
THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALL SYSTEM
BEFORE YOU DIG165.
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 42 of 101
REVISED: 5-26-14
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
MAINTENANCE OF TRAFFIC NOTES
GENERAL NOTES
THE LUMP SUM BID TO "MAINTAIN AND CONTROL TRAFFIC."
SPEEDS THROUGH THE WORK ZONE SHALL BE ERECTED WHILE THE CONTRACTOR IS WORKING AND BE INCLUDED IN
13. PAYMENT FOR SPEED LIMIT SIGNS (INCLUDING MOUNTING HARDWARE AND POSTS) FOR ADVISEMENT OF REDUCED
12. REMOVE ALL PAVEMENT MARKING BY WATER BLASTING PROCESS TO THE SATISFACTION OF THE ENGINEER.
TRAFFIC. VEHICLES SHALL NOT PARK OR STOP EXCEPT WITHIN WORK AREAS DESIGNATED BY THE ENGINEER.
SHALL ENTER AND LEAVE WORK AREAS IN A MANNER WHICH NOT BE HAZARDOUS TO OR INTERFERE WITH NORMAL
11. THE CONTRACTOR’S VEHICLES SHALL ALWAYS MOVE WITH AND NOT AGAINST THE FLOW OF TRAFFIC. VEHICLES
PASSAGE OF THAT VEHICLE AS QUICKLY AS POSSIBLE.
OFFICIAL EMERGENCY RUN ARRIVES AT THE SCENE, THE CONTRACTOR SHALL MAKE THE PROVISIONS FOR THE
10. IF TRAFFIC SHOULD BE STOPPED DUE TO CONSTRUCTION OPERATIONS AND AN EMERGENCY VEHICLE ON AN
THE BREATHITT TRAFFIC BARN.
REMOVAL WITH THE ENGINEER. SIGNS AND POSTS SHALL BE SEPARATED, BONDED ON PALLETS AND DELIVERED TO
BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR IS ADVISED TO SCHEDULE SIGN
9. ALL KENTUCKY DEPARTMENT OF HIGHWAYS SIGNS (NON-ESSENTIAL AND NON-DIRECTIONAL) SHALL BE REMOVED
TRAFFIC.
OF THE FLOW OF TRAFFIC AND REMOVED STARTING AND PROCEEDING IN THE DIRECTION OPPOSITE THE FLOW OF
8. IN GENERAL, ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED STARTING AND PROCEEDING IN THE DIRECTION
SIGNS ARE APPLICABLE OR ARE REMOVED.
DO NOT PROPERLY APPLY TO THE CURRENT TRAFFIC PHASING, AND SHALL MAINTAIN THE COVERING UNTIL THE
7. THE CONTRACTOR SHALL COMPLETELY COVER ANY SIGNS, EITHER EXISTING, PERMANENT OR TEMPORARY, WHICH
PROVIDED ADEQUATE SIGNING AND A FLAGPERSON ARE AT THE LOCATION.
HOWEVER, DURING WORKING HOURS, ONE-WAY TRAFFIC MAY BE ALLOWED AT THE DISCRETION OF THE ENGINEER,
6. THE CONTRACTOR SHALL MAINTAIN A TWO-LANE TRAVELED WAY WITH A MINIMUM LANE WIDTH OF 10 FEET.
OF THE CONTRACTOR WHEN NO LONGER NEEDED.
5. ANY TEMPORARY TRAFFIC CONTROL ITEMS, DEVICES, MATERIALS AND INCIDENTALS SHALL REMAIN THE PROPERTY
TRAFFIC ENGINEER.
4. THE CONTRACTOR SHALL SCHEDULE A REVIEW OF FINAL STRIPING PLANS PRIOR TO PLACEMENT WITH PROJECT
APPROVED BY THE ENGINEER BEFORE WORK CAN BE STARTED BY THE CONTRACTOR.
BEFORE TRAFFIC IS ALLOWED TO USE ANY LANE CLOSURES, CROSSOVERS OR DETOURS. ALL SIGNING SHALL BE
3. THE ENGINEER AND THE CONTRACTOR, OR THEIR AUTHORIZED REPRESENTATIVES, SHALL REVIEW THE SIGNING
IN THESE NOTES, THE PLANS, THE MUTCD OR THE ENGINEER.
NECESSARY FOR THE CONTROL AND PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC AS SPECIFIED
BARRICADES AND VERTICAL PANELS, PLASTIC DRUMS (STEEL DRUMS WILL NOT BE PERMITTED) AND CONES
B. ALL FLAGPERSONS AND TRAFFIC CONTROL DEVICES SUCH AS, BUT NOT LIMITED TO, FLASHERS, SIGNS
DEVICES AND MARKINGS.
A. ALL LABOR AND MATERIALS NECESSARY FOR CONSTRUCTION AND MAINTENANCE OF TRAFFIC CONTROL
AND CONTROL TRAFFIC" SHALL ALSO INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS AND OPERATIONS:
AND BRIDGE CONSTRUCTION UNLESS OTHERWISE PROVIDED FOR IN THESE NOTES. THE LUMP SUM BID TO "MAINTAIN
TO "MAINTAIN AND CONTROL TRAFFIC" AS SET FORTH IN THE CURRENT STANDARD SPECIFICATIONS FOR ROAD
2. All ITEMS OF WORK NECESSARY TO MAINTAIN AND CONTROL TRAFFIC WILL BE PAID AT THE LUMP SUM BID PRICE
SUPERVISOR AND DISTRICT TRAFFIC ENGINEER PRIOR TO ANY CONSTRUCTION.
DRAWINGS, CURRENT EDITIONS. THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED AND APPROVED BY HAZARD SECTION
TRAFFIC CONTROL DEVICES, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE STANDARD
THE PRE-CONSTRUCTION MEETING. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BE SUBMITTED TO HAZARD SECTION SUPERVISOR AND DISTRICT TRAFFIC ENGINEER AT LEAST TWO WEEKS PRIOR TO
1. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A TRAFFIC CONTROL PLAN. THE TRAFFIC CONTROL PLAN SHALL
MOT SHEET 1 OF 2
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 43 of 101
REVISED: 5-26-14
PAVEMENT DROP-OFF
A PAVEMENT EDGE THAT TRAFFIC IS NOT EXPECTED TO
CROSS, EXCEPT ACCIDENTALLY, SHOULD BE TREATED AS
FOLLOWS:
LESSER TREATMENTS THAN THOSE DESCRIBED ABOVE MAY BE CONSIDERED
FOR LOW-VOLUME LOCAL STREETS.
PAYMENT WILL BE ALLOWED FOR DGA, CSB AND OTHER SUITABLE MATERIALS USED FOR WEDGING.
LESS THAN TWO INCHES - NO PROTECTION REQUIRED. WARNING SIGNS SHOULD BE
PLACED IN ADVANCE AND THROUGHOUT THE DROP-OFF AREA.
TWO TO FOUR INCHES - PLASTIC DRUMS, VERTICAL PANELS OR BARRICADES
EVERY 100 FEET ON TANGENT SECTIONS FOR SPEEDS OF 50 MPH OR GREATER.
CONES MAY BE USED IN PLACE OF PLASTIC DRUMS, PANELS AND BARRICADES
DURING DAYLIGHT HOURS. FOR TANGENT SECTIONS WITH SPEEDS LESS THAN 50
MPH AND FOR CURVES, DEVICES SHOULD BE PLACED EVERY 50 FEET. SPACING OF
DEVICES ON TAPERED SECTIONS SHOULD BE IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.
GREATER THAN FOUR INCHES - POSITIVE SEPARATION OR WEDGE WITH 3:1 OR
FLATTER SLOPE NEEDED. IF THERE IS FIVE FEET OR MORE DISTANCE BETWEEN
THE EDGE OF THE PAVEMENT AND THE DROP-OFF, THEN DRUMS, PANEL, OR
POSITIVE SEPARATION IS STRONGLY ENCOURAGED. IF CONCRETE BARRIERS ARE
USED, SPECIAL REFLECTIVE DEVICES OR STEADY BURN LIGHTS SHOULD BE USED
IS GREATER THAN 12 INCHES.FOR OVERNIGHT INSTALLATIONS. BARRICADES MAY BE USED IF THE DROP-OFF
FOR TEMPORARY CONDITIONS, DROP-OFFS GREATER THAN FOUR INCHES MAY BE
PROTECTED WITH PLASTIC DRUMS, VERTICAL PANELS OR BARRICADES FOR SHORT
DISTANCES DURING DAYLIGHT HOURS WHILE WORK IS BEING DONE IN THE
DROP-OFF AREA.
*
*
*
BARRICADES MAY BE USED. IF THE DROP-OFF IS GREATER THAN 12 INCHES,
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
MAINTENANCE OF TRAFFIC NOTES
THE LUMP SUM BID TO "MAINTAIN AND CONTROL TRAFFIC."
SPEEDS THROUGH THE WORK ZONE SHALL BE ERECTED WHILE THE CONTRACTOR IS WORKING AND BE INCLUDED IN
13. PAYMENT FOR SPEED LIMIT SIGNS (INCLUDING MOUNTING HARDWARE AND POSTS) FOR ADVISEMENT OF REDUCED
12. REMOVE ALL PAVEMENT MARKING BY WATER BLASTING PROCESS TO THE SATISFACTION OF THE ENGINEER.
TRAFFIC. VEHICLES SHALL NOT PARK OR STOP EXCEPT WITHIN WORK AREAS DESIGNATED BY THE ENGINEER.
SHALL ENTER AND LEAVE WORK AREAS IN A MANNER WHICH NOT BE HAZARDOUS TO OR INTERFERE WITH NORMAL
11. THE CONTRACTOR’S VEHICLES SHALL ALWAYS MOVE WITH AND NOT AGAINST THE FLOW OF TRAFFIC. VEHICLES
PASSAGE OF THAT VEHICLE AS QUICKLY AS POSSIBLE.
OFFICIAL EMERGENCY RUN ARRIVES AT THE SCENE, THE CONTRACTOR SHALL MAKE THE PROVISIONS FOR THE
10. IF TRAFFIC SHOULD BE STOPPED DUE TO CONSTRUCTION OPERATIONS AND AN EMERGENCY VEHICLE ON AN
THE BREATHITT TRAFFIC BARN.
REMOVAL WITH THE ENGINEER. SIGNS AND POSTS SHALL BE SEPARATED, BONDED ON PALLETS AND DELIVERED TO
BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR IS ADVISED TO SCHEDULE SIGN
9. ALL KENTUCKY DEPARTMENT OF HIGHWAYS SIGNS (NON-ESSENTIAL AND NON-DIRECTIONAL) SHALL BE REMOVED
TRAFFIC.
OF THE FLOW OF TRAFFIC AND REMOVED STARTING AND PROCEEDING IN THE DIRECTION OPPOSITE THE FLOW OF
8. IN GENERAL, ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED STARTING AND PROCEEDING IN THE DIRECTION
SIGNS ARE APPLICABLE OR ARE REMOVED.
DO NOT PROPERLY APPLY TO THE CURRENT TRAFFIC PHASING, AND SHALL MAINTAIN THE COVERING UNTIL THE
7. THE CONTRACTOR SHALL COMPLETELY COVER ANY SIGNS, EITHER EXISTING, PERMANENT OR TEMPORARY, WHICH
PROVIDED ADEQUATE SIGNING AND A FLAGPERSON ARE AT THE LOCATION.
HOWEVER, DURING WORKING HOURS, ONE-WAY TRAFFIC MAY BE ALLOWED AT THE DISCRETION OF THE ENGINEER,
6. THE CONTRACTOR SHALL MAINTAIN A TWO-LANE TRAVELED WAY WITH A MINIMUM LANE WIDTH OF 10 FEET.
OF THE CONTRACTOR WHEN NO LONGER NEEDED.
5. ANY TEMPORARY TRAFFIC CONTROL ITEMS, DEVICES, MATERIALS AND INCIDENTALS SHALL REMAIN THE PROPERTY
TRAFFIC ENGINEER.
4. THE CONTRACTOR SHALL SCHEDULE A REVIEW OF FINAL STRIPING PLANS PRIOR TO PLACEMENT WITH PROJECT
APPROVED BY THE ENGINEER BEFORE WORK CAN BE STARTED BY THE CONTRACTOR.
BEFORE TRAFFIC IS ALLOWED TO USE ANY LANE CLOSURES, CROSSOVERS OR DETOURS. ALL SIGNING SHALL BE
3. THE ENGINEER AND THE CONTRACTOR, OR THEIR AUTHORIZED REPRESENTATIVES, SHALL REVIEW THE SIGNING
IN THESE NOTES, THE PLANS, THE MUTCD OR THE ENGINEER.
NECESSARY FOR THE CONTROL AND PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC AS SPECIFIED
BARRICADES AND VERTICAL PANELS, PLASTIC DRUMS (STEEL DRUMS WILL NOT BE PERMITTED) AND CONES
B. ALL FLAGPERSONS AND TRAFFIC CONTROL DEVICES SUCH AS, BUT NOT LIMITED TO, FLASHERS, SIGNS
DEVICES AND MARKINGS.
A. ALL LABOR AND MATERIALS NECESSARY FOR CONSTRUCTION AND MAINTENANCE OF TRAFFIC CONTROL
AND CONTROL TRAFFIC" SHALL ALSO INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS AND OPERATIONS:
AND BRIDGE CONSTRUCTION UNLESS OTHERWISE PROVIDED FOR IN THESE NOTES. THE LUMP SUM BID TO "MAINTAIN
TO "MAINTAIN AND CONTROL TRAFFIC" AS SET FORTH IN THE CURRENT STANDARD SPECIFICATIONS FOR ROAD
2. All ITEMS OF WORK NECESSARY TO MAINTAIN AND CONTROL TRAFFIC WILL BE PAID AT THE LUMP SUM BID PRICE
SUPERVISOR AND DISTRICT TRAFFIC ENGINEER PRIOR TO ANY CONSTRUCTION.
DRAWINGS, CURRENT EDITIONS. THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED AND APPROVED BY HAZARD SECTION
TRAFFIC CONTROL DEVICES, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE STANDARD
THE PRE-CONSTRUCTION MEETING. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BE SUBMITTED TO HAZARD SECTION SUPERVISOR AND DISTRICT TRAFFIC ENGINEER AT LEAST TWO WEEKS PRIOR TO
1. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A TRAFFIC CONTROL PLAN. THE TRAFFIC CONTROL PLAN SHALL
MOT SHEET 2 OF 2
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 44 of 101
REVISED: 5-26-14
EROSION CONTROL NOTES
MATERIAL AT SITES APPROVED BY THE RESIDENT ENGINEER.
TRAPS AND SILT FENCES WHENEVER BECOME ONE - HALF FULL AND PROPERLY DISPOSE OF
THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT
EXCAVATION OR DISTURBANCE WITHIN A DRAINAGE AREA.
EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY
WHERE OVERLAND FLOW EXIST, A SILT FENCE OR OTHER FILTER DEVICES MAY BE USED.
DISCHARGING INTO A BLUE LINE STREAM OR ONTO AN ADJACENT PROPERTY OWNER.
SILT TRAP TYPE B SHALL ALWAYS BE PLACED AT THE COLLECTION POINT PRIOR TO
THE USE OF TEMPORARY MULCH IS ENCOURAGED.
- UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT TRAPS (ACRES).
100 SQUARE FOOT PER LINEAR FOOT OF SILT FENCE.
AREAS PROTECTED BY SILT FENCE SHALL BE COMPUTED AT A MAXIMUM RATE OF
- UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT FENCE (ACRES).
MULCH (ACRES).
CONTROL BLANKET OR OTHER GROUND PROTECTION MATERIAL SUCH AS TEMP.
- UP GRADIENT AREAS THAT HAVE BEEN RECLAIMED AND PROTECTED BY EROSION
- UP GRADIENT AREAS NOT DISTURBED (ACRES).
AT EACH SILT TRAP MAY BE REDUCED BY THE FOLLOWING AMOUNTS:
DETERMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER. THE REQUIRED VOLUME
ENGINEER. THE REQUIRED VOLUME CALCULATION FOR EACH SILT TRAP SHALL BE
CONTRIBUTING AREAS ARE DISTURBED OR ARE STABILIZED TO THE SATISFACTION OF THE
THE REQUIRED VOLUME AT EACH SILT TRAP SHALL BE COMPUTED AS UP GRADIENT
IN ORDER TO ACHIEVE THE BEST MANAGEMENT PLAN.
CONSTRUCTION. AS WORK PROCEEDS, SILT TRAPS/FENCES MAY BE ADDED OR REMOVED
COMPUTE THE VOLUME NECESSARY TO CONTROL SEDIMENT DURING EACH PHASE OF
DISTURBED GROUND DURING EACH PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL CONDUCT HIS OPERATION TO MINIMIZE THE AMOUNT OF
PER DISTURBED CONTRIBUTING ACRE.
ALL SILT CONTROL DEVICES SHALL BE SIZED TO RETAIN A VOLUME OF 3,600 CUBIC FEET
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
EROSION CONTROL NOTES
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 45 of 101
REVISED: 5-26-14
WHAT UTILITY COMPANIES HAVE FACILITIES IN THE PROJECT AREA.
NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO DETERMINE
ARE NOT REQUIRED TO BE MEMBERS OF THE B.U.D. ONE-CALL SYSTEM. IT MAY BE
THE CONTRACTOR SHOULD BE AWARE THAT THE OWNERS OF THE UNDERGROUND FACILITIES
THE CONTRACTOR IS ADVISED TO CONTACT THE B.U.D. ONE-CALL SYSTEM; HOWEVER,
ROAD CONTRACTORS OPERATIONS SHALL BE BORNE BY THE ROAD CONTRACTOR.
AND ANY OTHER ASSOCIATED COSTS FOR ANY DAMAGE TO UTILITIES CAUSED BY THE
UTILITIES BEFORE HE EXCAVATES IN THE AREA OF A UTILITY. THE COST FOR REPAIR
EXACT LOCATION AND ELEVATION OF UTILITIES BY HAND DIGGING TO EXPOSE
THE CABINET AND/OR UTILITY OWNER. THE ROAD CONTRACTOR SHALL DETERMINE THE
UTILITY OWNERS AND BY EXAMINING ANY SUPPLEMENTAL INFORMATION PROVIDED BY
RESPONSIBILITY TO LOCATE UTILITIES BEFORE EXCAVATING BY CALLING THE VARIOUS
IT WILL BE THE ROAD CONTRACTORS
LOCATE EXISTING UTILITIES
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
UTILITY NOTES / OWNERS
(859)357-6216
Gene Dunn
Lexington, Kentucky 40505-1408
Suite 170
130 West New Circle Road
Windstream Communications
Telephone
(859)623-1588
Senior Engineer
F. Taylor Lawson, P.E.
Richmond, Kentucky 40475
200 East Water Street
Kentucky Utilities
Electric
(606)643-5424
Dwight Richardson, Operation Manager
Irvine, Kentucky 40336
76 Cedar Grove Road
Estill County Water District No. 1
Water
Bryan K. Stone
(859)288-0215
Lexington, Kentucky 40512-4241
P.O. Box 14241
Columbia Gas of Kentucky, INC.
Gas
(606)723-4240
Jim Hayes
Irvine, Kentucky 40336
P.O. 186
251 Broadway
Irvine Community Telephone, INC.
Television
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 46 of 101
REVISED: 5-26-14
ITEM 10-0924.00
TURN LANES AT M.P. 5.45 TO 5.84
RICHMOND-IRVINE ROAD (KY 52)
ESTILL COUNTY
STANDARD DRAWINGS
SILT TRAP BSEPIA 016
SHOULDER RUMBLE STRIPSSEPIA 011
CENTERLINE RUMBER STRIPSSEPIA 010
GUARDRAIL COMPONENTSSEPIA 008
DELIEANTORS FOR GUARDRAILSEPIA 002
SEPIA SHEETS:
SHOULDER CLOSURETTC-135-01
TEMPORARY PAVEMENT MARKER ARRANGEMENTS FOR CONSTRUCTION ZONESTPM-155-01
PAVEMENT MARKER ARRAGEMENT CHANNELIZED INTERSECTIONTPM-145-02
PAVEMENT MARKER ARRANGEMENTS TWO-LANE, TWO-WAY ROADWAYSTPM-115-02
SILT TRAP TYPE CRDX-101-04
GUARDRAIL POSTSRBR-016-04
GUARDRAIL POSTSRBR-015-04
GUARDRAIL TERMNAL SECTIONRBR-010-65
TYPICAL GUARDRAIL INSTALLATIONRBI-002-06
TYPICAL GUARDRAIL INSTALLATIONRBI-001-10
STANDARD DRAWINGS APPLICABLE TO PROJECT:
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112Page 47 of 101
REVISED: 5-26-14
PROPOSAL BID ITEMS
Report Date 5/27/14Page 1 of 2
144112
Section: 0001 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0010 00003 CRUSHED STONE BASE 1,198.00 TON $0020 00100 ASPHALT SEAL AGGREGATE 20.00 TON $0030 00103 ASPHALT SEAL COAT 2.80 TON $0040 00190 LEVELING & WEDGING PG64-22 150.00 TON $
0050 00212CL2 ASPH BASE 1.00D PG64-22REVISED: 5-27-14 2,331.00 TON $
0060 00301 CL2 ASPH SURF 0.38D PG64-22 661.00 TON $
0070 01987DELINEATOR FOR GUARDRAIL BIDIRECTIONAL WHITE 14.00 EACH $
0080 02159 TEMP DITCH 1,978.00 LF $0090 02230 EMBANKMENT IN PLACE 2,950.00 CUYD $0100 02351 GUARDRAIL-STEEL W BEAM-S FACE 687.50 LF $0110 02360 GUARDRAIL TERMINAL SECTION NO 1 1.00 EACH $0120 02381 REMOVE GUARDRAIL 687.50 LF $0130 02585 EDGE KEY 55.00 LF $0140 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0150 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0160 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $
0170 02677ASPHALT PAVE MILLING & TEXTURINGREVISED: 5-27-14 840.00 TON $
0180 02696 SHOULDER RUMBLE STRIPS-SAWED 3,910.00 LF $0190 02701 TEMP SILT FENCE 1,995.00 LF $0200 02704 SILT TRAP TYPE B 2.00 EACH $0210 02705 SILT TRAP TYPE C 2.00 EACH $0220 02707 CLEAN SILT TRAP TYPE B 6.00 EACH $0230 02708 CLEAN SILT TRAP TYPE C 6.00 EACH $0240 02709 CLEAN TEMP SILT FENCE 1,995.00 LF $0250 02726 STAKING 1.00 LS $0260 02775 ARROW PANEL 2.00 EACH $0270 05952 TEMP MULCH 5,144.00 SQYD $0280 05953 TEMP SEEDING AND PROTECTION 5,938.00 SQYD $0290 05963 INITIAL FERTILIZER .15 TON $0300 05964 20-10-10 FERTILIZER .30 TON $0310 05985 SEEDING AND PROTECTION 5,144.00 SQYD $0320 05992 AGRICULTURAL LIMESTONE .40 TON $
0330 06427TRENCHINGREVISED: 5-27-14 4,000.00 LF $
0340 06510 PAVE STRIPING-TEMP PAINT-4 IN 13,379.00 LF $0350 06514 PAVE STRIPING-PERM PAINT-4 IN 10,204.00 LF $0360 06567 PAVE MARKING-THERMO STOP BAR-12IN 12.00 LF $0370 06569 PAVE MARKING-THERMO CROSS-HATCH 580.00 SQFT $0380 06574 PAVE MARKING-THERMO CURV ARROW 11.00 EACH $0390 06589 PAVEMENT MARKER TYPE V-MW 6.00 EACH $0400 06591 PAVEMENT MARKER TYPE V-BY 75.00 EACH $0410 20458ES403 CENTERLINE RUMBLE STRIPS 898.00 LF $
Section: 0002 - DEMOBILIZATION
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112 Page 100 of 101
REVISED: 5-26-14
PROPOSAL BID ITEMS
Report Date 5/27/14Page 2 of 2
144112
LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0420 02569 DEMOBILIZATION 1.00 LS $
ESTILL COUNTYHSIP 5262 (051)
Contract ID: 144112 Page 101 of 101
REVISED: 5-26-14
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