may 16, 2013 call no. 107 contract id no. 131029 subject ... · 5 refer to geotech note #11 cuyd...
TRANSCRIPT
May 16, 2013
CALL NO. 107
CONTRACT ID NO. 131029
ADDENDUM # 1
Subject: Simpson County, STP 5386 (003)
Letting May 24, 2013
(1)Revised – Plan Sheets – R2D, R2E, R2J, R7, R35, R36, R41, R44A,
R45, R95, X85, X90, & X103
(2)Revised – Table of Contents – Page 2 of 77
(3)Added - Note – Page 16(a) of 77
(4)Added - Right-of-Way Certification Form – Pages 16(b)-16(d) of 77
(5)Added - Special Notes – Pages 16(e)-16(m) of 77
(6)Revised - Wage Rates – Pages 56-70(g) of 77
(7)Revised – Bid Items – Pages 75-77 of 77
Proposal revisions are available at http://transportation.ky.gov/Construction-
Procurement/.
Plan revisions are available at http://www.lynnimaging.com/kytransportation/.
If you have any questions, please contact us at 502-564-3500.
Sincerely,
Ryan Griffith
Acting Director
Division of Construction Procurement
RG:ks
Enclosures
UNITDESCRIPTION
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.1 R2D
GENERAL SUMMARY SHEET
ITEM NOTES:
COMPLETION OF THE PROJECT.
BE DONE BY KYTC MAINTENANCE FORCES UPON
OF THE KENTUCKY HISTORICAL MARKERS WILL
POSTS UPON REINSTALLATION. REINSTALLATION
REMOVAL AND THEREFORE REPLACED BY NEW
IT IS ASSUMED THE POSTS WILL BE DAMAGED BY
573 HARDING ROAD (KY 1008), FRANKLIN, KY.
TO THE SIMPSON COUNTY MAINTENANCE FACILITY,
BE REMOVED BY THE CONTRACTOR AND DELIVERED
AT STA. 9+30 RT. ! AND STA. 79+00 LT. ! WILL
THE TWO KENTUCKY HISTORICAL MARKERS LOCATED
MARKER. CONTACT INFORMATION: (615) 532-7229.
WEEKS PRIOR TO DISTURBING THE HISTORICAL
MS. KELLEY GARRETT OF TDOT AT LEAST TWO
REMOVAL, THE CONTRACTOR SHALL CONTACT
DURATION OF THE CONSTRUCTION PROJECT. FOR
(TDOT) AND STORED OFF-SITE THROUGH THE
TENNESSEE DEPARTMENT OF TRANSPORTATION
STA. 8+60 RT. ! WILL BE REMOVED BY THE
THE TENNESSEE HISTORICAL MARKER LOCATED AT
REMOVE AND RESET HISTORICAL MARKER EACH
MAIN
LIN
E
23143ED
EROSION CONTROL BLANKET
TON
EACH
EACH
EACH
17816
227
415
2
1
18
1
18
9196
54
TON
15209
FABRIC - GEOTEXTILE TYPE IV
23274EN11F
1
20870ND
182
TON 37
2
3
2 INCLUDES 127 TONS FROM PIPE SUMMARY
3
OF BOX CULVERT STA. 20+34
CHANNEL LINING FOR SURFACE DITCH OUTLET
1
1
2568
2569
EACH 4
EACH 3
TO
TA
L
UNITDESCRIPTIONITEM
MAIN
LIN
E
23143ED
TON
EACH
EACH
EACH
TON
PAVE MARKING-THERMO STOP BAR -24 IN
23274EN11F
2
2568
2569
TO
TA
L
76
1
1
7
17
54
1
538
1006
GENERAL SUMMARY (KY) GENERAL SUMMARY (TN)
612
0.3
76
1
1
7
17
54
1
68
1
1
538
1006
4673
612
0.3
1.7
17816
227
415
2
1
18
1
18
9196
54
15209
1
182
37
1
1
4
3
1.7
1656 1656
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R0020
DS
U.
DG
NFIL
E
NA
ME:
23004NN PUMP STATION DEMOLITION EACH
4
4
July
12, 2012
DA
TE P
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TT
ED:
david.hay
do
nU
SE
R:
4673
68
1
1
July
12, 2012
DA
TE P
LO
TT
ED:
david.hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R0020
DS
U.
DG
NFIL
E
NA
ME:
1 1
LF
CUYD
LS
CUYD
LF
LS
CUYD
SQYD
SQYD
CUYD
LS
SQYD
SQYD
SQYD
MGAL
SQYD
LF
LS
LS
LF
CUYD
LS
LF
LS
SQYD
LS
SQYD
SQYD
SQYD
MGAL
LF
LS
LS
23158ES505 SQFT 460 460
23158ES505 SQFT 90 90
28921 28921
51 51
80 80
3404 3404
245 245
14219 14219
17567 17567
24 24
95 95
42 42
LF 200 200
FABRIC - GEOTEXTILE TYPE IV SQYD 824 824
LF 75 75
DEMOLITION, STA. 20+85, 65’LT
SIMPSON COUNTY WATER DISTRICT ON
THE CONTRACTOR IS TO COORDINATE WITH
1000 1000
1000 1000
LF 7477 7477PAVE STRIPING- PERM PAINT- 4 IN
LFPAVE STRIPING- PERM PAINT- 4 IN 53412 53412
SQFT 288 2882562
10020NS
10030NS
110666
208694
DOLLAR
DOLLAR
110666
208694
5 REFER TO GEOTECH NOTE #11
CUYD 452 452
EMB = 28947
COM = 15224
STR EXC = 182
EMB BENCH = 1389
EXC FOR GRAN EMB = 452
EARTHWORK
300 300
EACH
LF
2 2
6
7
24.7 ACRES
3.5 ACRES
7
6
LF 7117.5 7117.5
LF 381.5 381.523131ER701
23131ER701
5
5
1
HIGHWAY CONSTRUCTION SPECS.
WITH TDOT AND STD. DRAWINGS AND
TENNESSEE DOT AND SHALL COMPLY
THIS CONSTRUCTION ITEM IS UNIQUE TO
1
1
24369EC
24370EC
EACH
EACH
3 3
11 11
1811
2230
2483
2545
2555
2585
2650
2690
2720
5950
6574
6589
6591
8001
MAINTAIN AND CONTROL TRAFFIC
STRUCTURE EXCAVATION- COMMON
EMBANKMENT IN PLACE
CONCRETE CLASS B
CLEARING AND GRUBBING
CHANNEL LINING CLASS II
STANDARD CURB AND GUTTER MOD
EDGE KEY
SAFELOADING
SIDEWALK- 4 IN CONCRETE
PAVE MARKING- THERMO CURV ARROW
PAVEMENT MARKER TYPE V- MW
PAVEMENT MARKER TYPE V- BY
SEED AND PROTECT
SODDING
WATER
TOP DRESSING FERT
2599
6568 PAVE MARKING-THERMO STOP BAR -24 IN
TURF REINFORCEMENT MAT 1
KPDES PERMIT AND TEMP EROSION CONTROL
5985
5990
2242
5966
2484 CHANNEL LINING CLASS III
MOBILIZATION
DEMOBILIZATION
2429
2432
RIGHT-OF-WAY MONUMENT TYPE 1
WITNESS POST
1811
2230
2483
2545
2585
2650
2720
6574
6589
6591
MAINTAIN AND CONTROL TRAFFIC
EMBANKMENT IN PLACE
CLEARING AND GRUBBING
CHANNEL LINING CLASS II
STANDARD CURB AND GUTTER MOD
EDGE KEY
SIDEWALK- 4 IN CONCRETE
PAVE MARKING- THERMO CURV ARROW
PAVEMENT MARKER TYPE V- MW
PAVEMENT MARKER TYPE V- BY
SEED AND PROTECT
SODDING
WATER
TOP DRESSING FERT
6568
TURF REINFORCEMENT MAT 1
KPDES PERMIT AND TEMP EROSION CONTROL
5985
5990
2242
5966
MOBILIZATION
DEMOBILIZATION
DETECTABLE WARNINGS
DETECTABLE WARNINGS
6547 PAVE STRIPING- THERMO- 12 IN Y
2599
6546 PAVE STRIPING- THERMO- 12 IN W
6514
6514
SIGNS
FUEL ADJUSTMENT
ASPHALT ADJUSTMENT
2223 GRANULAR EMBANKMENT
1000
1020
PERFORATED PIPE - 4 IN
PERF PIPE HEADWALL TY 1 - 4 IN
VIDEO PIPE INSPECTION
VIDEO PIPE INSPECTION
RIGHT OF WAY MONUMENT TYPE B
RIGHT OF WAY MONUMENT TYPE C
UNITDESCRIPTION
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.1 R2D
GENERAL SUMMARY SHEET
ITEM NOTES:
COMPLETION OF THE PROJECT.
BE DONE BY KYTC MAINTENANCE FORCES UPON
OF THE KENTUCKY HISTORICAL MARKERS WILL
POSTS UPON REINSTALLATION. REINSTALLATION
REMOVAL AND THEREFORE REPLACED BY NEW
IT IS ASSUMED THE POSTS WILL BE DAMAGED BY
573 HARDING ROAD (KY 1008), FRANKLIN, KY.
TO THE SIMPSON COUNTY MAINTENANCE FACILITY,
BE REMOVED BY THE CONTRACTOR AND DELIVERED
AT STA. 9+30 RT. ! AND STA. 79+00 LT. ! WILL
THE TWO KENTUCKY HISTORICAL MARKERS LOCATED
MARKER. CONTACT INFORMATION: (615) 532-7229.
WEEKS PRIOR TO DISTURBING THE HISTORICAL
MS. KELLEY GARRETT OF TDOT AT LEAST TWO
REMOVAL, THE CONTRACTOR SHALL CONTACT
DURATION OF THE CONSTRUCTION PROJECT. FOR
(TDOT) AND STORED OFF-SITE THROUGH THE
TENNESSEE DEPARTMENT OF TRANSPORTATION
STA. 8+60 RT. ! WILL BE REMOVED BY THE
THE TENNESSEE HISTORICAL MARKER LOCATED AT
REMOVE AND RESET HISTORICAL MARKER EACH
MAIN
LIN
E
23143ED
EROSION CONTROL BLANKET
TON
EACH
EACH
EACH
17816
227
415
2
1
18
1
18
9196
54
TON
15209
FABRIC - GEOTEXTILE TYPE IV
23274EN11F
1
20870ND
182
TON 37
2
3
2 INCLUDES 127 TONS FROM PIPE SUMMARY
3
OF BOX CULVERT STA. 20+34
CHANNEL LINING FOR SURFACE DITCH OUTLET
1
1
2568
2569
EACH 4
EACH 3
TO
TA
L
UNITDESCRIPTIONITEM
MAIN
LIN
E
23143ED
TON
EACH
EACH
EACH
TON
PAVE MARKING-THERMO STOP BAR -24 IN
23274EN11F
2
2568
2569
TO
TA
L
76
1
1
7
17
54
1
538
1006
GENERAL SUMMARY (KY) GENERAL SUMMARY (TN)
612
0.3
76
1
1
7
17
54
1
68
1
1
538
1006
4673
612
0.3
1.7
17816
227
415
2
1
18
1
18
9196
54
15209
1
182
37
1
1
4
3
1.7
1656 1656
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R0020
DS
U.
DG
NFIL
E
NA
ME:
23004NN PUMP STATION DEMOLITION EACH
4
4
July
12, 2012
DA
TE P
LO
TT
ED:
david.hay
do
nU
SE
R:
4673
68
1
1
July
12, 2012
DA
TE P
LO
TT
ED:
david.hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R0020
DS
U.
DG
NFIL
E
NA
ME:
1 1
LF
CUYD
LS
CUYD
LF
LS
CUYD
SQYD
SQYD
CUYD
LS
SQYD
SQYD
SQYD
MGAL
SQYD
LF
LS
LS
LF
CUYD
LS
LF
LS
SQYD
LS
SQYD
SQYD
SQYD
MGAL
LF
LS
LS
23158ES505 SQFT 460 460
23158ES505 SQFT 90 90
28921 28921
51 51
80 80
3404 3404
245 245
14219 14219
17567 17567
24 24
95 95
42 42
LF 200 200
FABRIC - GEOTEXTILE TYPE IV SQYD 824 824
LF 75 75
DEMOLITION, STA. 20+85, 65’LT
SIMPSON COUNTY WATER DISTRICT ON
THE CONTRACTOR IS TO COORDINATE WITH
1000 1000
1000 1000
LF 7477 7477PAVE STRIPING- PERM PAINT- 4 IN
LFPAVE STRIPING- PERM PAINT- 4 IN 53412 53412
SQFT 288 2882562
10020NS
10030NS
110666
208694
DOLLAR
DOLLAR
110666
208694
5 REFER TO GEOTECH NOTE #11
CUYD 452 452
EMB = 28947
COM = 15224
STR EXC = 182
EMB BENCH = 1389
EXC FOR GRAN EMB = 452
EARTHWORK
300 300
EACH
LF
2 2
6
7
24.7 ACRES
3.5 ACRES
7
6
LF 7117.5 7117.5
LF 381.5 381.523131ER701
23131ER701
5
5
1
HIGHWAY CONSTRUCTION SPECS.
WITH TDOT AND STD. DRAWINGS AND
TENNESSEE DOT AND SHALL COMPLY
THIS CONSTRUCTION ITEM IS UNIQUE TO
1
1
24369EC
24370EC
EACH
EACH
3 3
11 11
1811
2230
2483
2545
2555
2585
2650
2690
2720
5950
6574
6589
6591
8001
MAINTAIN AND CONTROL TRAFFIC
STRUCTURE EXCAVATION- COMMON
EMBANKMENT IN PLACE
CONCRETE CLASS B
CLEARING AND GRUBBING
CHANNEL LINING CLASS II
STANDARD CURB AND GUTTER MOD
EDGE KEY
SAFELOADING
SIDEWALK- 4 IN CONCRETE
PAVE MARKING- THERMO CURV ARROW
PAVEMENT MARKER TYPE V- MW
PAVEMENT MARKER TYPE V- BY
SEED AND PROTECT
SODDING
WATER
TOP DRESSING FERT
2599
6568 PAVE MARKING-THERMO STOP BAR -24 IN
TURF REINFORCEMENT MAT 1
KPDES PERMIT AND TEMP EROSION CONTROL
5985
5990
2242
5966
2484 CHANNEL LINING CLASS III
MOBILIZATION
DEMOBILIZATION
2429
2432
RIGHT-OF-WAY MONUMENT TYPE 1
WITNESS POST
1811
2230
2483
2545
2585
2650
2720
6574
6589
6591
MAINTAIN AND CONTROL TRAFFIC
EMBANKMENT IN PLACE
CLEARING AND GRUBBING
CHANNEL LINING CLASS II
STANDARD CURB AND GUTTER MOD
EDGE KEY
SIDEWALK- 4 IN CONCRETE
PAVE MARKING- THERMO CURV ARROW
PAVEMENT MARKER TYPE V- MW
PAVEMENT MARKER TYPE V- BY
SEED AND PROTECT
SODDING
WATER
TOP DRESSING FERT
6568
TURF REINFORCEMENT MAT 1
KPDES PERMIT AND TEMP EROSION CONTROL
5985
5990
2242
5966
MOBILIZATION
DEMOBILIZATION
DETECTABLE WARNINGS
DETECTABLE WARNINGS
6547 PAVE STRIPING- THERMO- 12 IN Y
2599
6546 PAVE STRIPING- THERMO- 12 IN W
6514
6514
SIGNS
FUEL ADJUSTMENT
ASPHALT ADJUSTMENT
2223 GRANULAR EMBANKMENT
1000
1020
PERFORATED PIPE - 4 IN
PERF PIPE HEADWALL TY 1 - 4 IN
VIDEO PIPE INSPECTION
VIDEO PIPE INSPECTION
RIGHT OF WAY MONUMENT TYPE B
RIGHT OF WAY MONUMENT TYPE C
ENTRANCES
4"
TR
AFFIC
BO
UN
D
BA
SE
TO
N
TO
N
1.50"
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.50
A
PG64-22
1.25"
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.38
D
PG64-22
4"
DG
A
BA
SE
4.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
4.25"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
4.75"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
3.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
2.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 0.38
D
PG64-22
8"
CR
US
HE
D
ST
ON
E
BA
SE
4"
CR
US
HE
D
ST
ON
E
BA
SE
6"
CR
US
HE
D
ST
ON
E
BA
SE
4"
DR
AIN
AG
E
BL
AN
KE
T
TY
PE II (A
SP
H.)
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.50
A
PG64-22
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.38
D
PG64-22
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
D
RAIN
AG
E
BL
AN
KE
T
TY
PE II (A
SP
H.)
D
GA
BA
SE
T
RA
FFIC
BO
UN
D
BA
SE
4.50"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
5.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
8"
EQ
UIV.
DEP
TH
CR
US
HE
D
ST
ON
E
BA
SE
8"
DG
A
BA
SE
AS
PH
AL
T
SE
AL
AG
GR
EG
AT
E
00020
00001
00330
00339
00214
00003
00018
0010
3
0010
0
TO
N
TO
N
TO
N
TO
N
TO
N
TO
N
TO
N
TO
N
TO
N
JP
C
PA
VE
ME
NT-8"
JP
C
PA
VE
ME
NT-8"
02084
ESTIMATED AT 20 LB./S.Y. (2 APPLICATIONS)
ESTIMATED AT 2.4 LB./S.Y. (2 APPLICATIONS)
4
5
00071
02676
0019
0
CR
US
HE
D
AG
GR
EG
AT
E SIZ
E
NO 57
LE
VE
LIN
G
&
WE
DGIN
G
PG64-22
67813
132
2027
67942
44259
55703
134
2063
137
3074
811
1233
45906
419
22
4474
2484
1851
67813
2244
67942
44259
55703
220
2063
228
3074
1233
811
45906
419
22
4474
2484
1851
5594
40932
1991
918
1
11661
2 13
1851
384
2500
CR
US
HE
D
ST
ON
E
BA
SE
1
1
1
2
2
5 4
24
24
26
61
62
65
99
111
SY
AS
PH
AL
T
SE
AL
CO
AT
LS
MO
BILIZ
ATIO
N
FO
R
MIL
LIN
G
&
TE
XT
URIN
G
AS
PH
AL
T
PA
VE
MIL
LIN
G
&
TE
XT
URIN
G02677
TO
N10
50
1
IT
EM
UNIT
PA
VIN
G
SU
MM
AR
Y
IT
EM
PA
VIN
G
AR
EA
S
SQ
UA
RE
YA
RD
S
NOTES
2
3
ESTIMATED AT 1 15 LBS. PER SQ. YD.
PER INCH OF DEPTH.
PER INCH OF DEPTH.
PER INCH OF DEPTH.
ESTIMATED AT 100 LBS. PER SQ. YD.
ESTIMATED AT 110 LBS. PER SQ. YD.
1
ESTIMATED AT 95 LBS. PER SQ. YD.
PER INCH OF DEPTH, UNLESS NOTED
OTHERWISE.
April 2
3, 2013
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.1 R2E
KY PAVING SUMMARY
CO
DE
IT
EM
PROJECT
TOTAL
PROJECT
TOTAL
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
R0020
ES
U.
DG
NFIL
E
NA
ME:
ALL ASPHALT MIXTURES SHALL BE
SPECIAL NOTE:
NOTE 11I OR THE MANUFACTURER’S SPECIFICATION.
AND TACK COAT APPLICATION RATE(S) SHALL FOLLOW SPECIAL
AND PAYMENT SPECIFICATIONS. SURFACE PREPARATION
REFER TO SPECIAL NOTE 11I FOR CONSTRUCTION, MEASUREMENT
GLASGRID 8501, GLASGRID 8511 OR MIRAFI PGM-G100/100.
S SPECIFICATION. THE CONTRACTOR WILL FURNISH
SHOULD BE PLACED CONTINUOUS PER THE MANUFACTURER’
WHERE DIRECTED BY THE ENGINEER. THE RELIEF LAYER
ON EXISTING ASPHALT PAVEMENT PRIOR TO OVERLAY
A STRESS RELIEF LAYER WILL BE REQUIRED TO BE PLACED
SY
00110
GE
OG
RID
REIN
FO
RC
EM
EN
T
FO
R
AS
PH
AL
T66387
03240
SY
107
BA
SE F
AIL
UR
E
REP
AIR
MAINLINE
GEDDESS RD.
APPROACH
GROVES LN.
APPROACH
GROVES RD.
APPROACH
ENTRANCES
4"
TR
AFFIC
BO
UN
D
BA
SE
TO
N
TO
N
1.50"
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.50
A
PG64-22
1.25"
CL
AS
S 3
AS
PH
AL
T
SU
RF
AC
E 0.38
D
PG64-22
4"
DG
A
BA
SE
4.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
4.25"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
4.75"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
3.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 1.
00
D
PG64-22
2.00"
CL
AS
S 3
AS
PH
AL
T
BA
SE 0.38
D
PG64-22
8"
CR
US
HE
D
ST
ON
E
BA
SE
4"
CR
US
HE
D
ST
ON
E
BA
SE
6"
CR
US
HE
D
ST
ON
E
BA
SE
4"
DR
AIN
AG
E
BL
AN
KE
T
TY
PE II (A
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00
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PE II (A
SP
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D
GA
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CL
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S 3
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00
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5.00"
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EQ
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00020
00001
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00214
00003
00018
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N
JP
C
PA
VE
ME
NT-8"
JP
C
PA
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NT-8"
02084
ESTIMATED AT 20 LB./S.Y. (2 APPLICATIONS)
ESTIMATED AT 2.4 LB./S.Y. (2 APPLICATIONS)
4
5
00071
02676
0019
0
CR
US
HE
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AG
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2244
67942
44259
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220
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228
3074
1233
811
45906
419
22
4474
2484
1851
5594
40932
1991
918
1
11661
2 13
1851
384
2500
CR
US
HE
D
ST
ON
E
BA
SE
1
1
1
2
2
5 4
24
24
26
61
62
65
99
111
SY
AS
PH
AL
T
SE
AL
CO
AT
LS
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ATIO
N
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LIN
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&
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AS
PH
AL
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PA
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MIL
LIN
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&
TE
XT
URIN
G02677
TO
N10
50
1
IT
EM
UNIT
PA
VIN
G
SU
MM
AR
Y
IT
EM
PA
VIN
G
AR
EA
S
SQ
UA
RE
YA
RD
S
NOTES
2
3
ESTIMATED AT 1 15 LBS. PER SQ. YD.
PER INCH OF DEPTH.
PER INCH OF DEPTH.
PER INCH OF DEPTH.
ESTIMATED AT 100 LBS. PER SQ. YD.
ESTIMATED AT 110 LBS. PER SQ. YD.
1
ESTIMATED AT 95 LBS. PER SQ. YD.
PER INCH OF DEPTH, UNLESS NOTED
OTHERWISE.
April 2
3, 2013
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Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.1 R2E
KY PAVING SUMMARY
CO
DE
IT
EM
PROJECT
TOTAL
PROJECT
TOTAL
C:\
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ALL ASPHALT MIXTURES SHALL BE
SPECIAL NOTE:
NOTE 11I OR THE MANUFACTURER’S SPECIFICATION.
AND TACK COAT APPLICATION RATE(S) SHALL FOLLOW SPECIAL
AND PAYMENT SPECIFICATIONS. SURFACE PREPARATION
REFER TO SPECIAL NOTE 11I FOR CONSTRUCTION, MEASUREMENT
GLASGRID 8501, GLASGRID 8511 OR MIRAFI PGM-G100/100.
S SPECIFICATION. THE CONTRACTOR WILL FURNISH
SHOULD BE PLACED CONTINUOUS PER THE MANUFACTURER’
WHERE DIRECTED BY THE ENGINEER. THE RELIEF LAYER
ON EXISTING ASPHALT PAVEMENT PRIOR TO OVERLAY
A STRESS RELIEF LAYER WILL BE REQUIRED TO BE PLACED
SY
00110
GE
OG
RID
REIN
FO
RC
EM
EN
T
FO
R
AS
PH
AL
T66387
03240
SY
107
BA
SE F
AIL
UR
E
REP
AIR
MAINLINE
GEDDESS RD.
APPROACH
GROVES LN.
APPROACH
GROVES RD.
APPROACH
GENERAL NOTES
the County Court Clerk to determine what utility companies have facilities in the area.
including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact
Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners,
aware that owners of underground facilities are not required to be members of the KY 811 one-call
of two (2) and no more than ten (10) business days prior to excavation. The contractor should be
information on the location of existing underground utilities. The call is to be placed a minimum
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for
BEFORE YOU DIG165
MANNER UNLESS DIRECTED BY THE ENGINEER.
DO NOT DISTURB N.G.S. (U.S.G.S.) BENCH MARKS IN ANY
N.G.S. (U.S.G.S.) BENCH MARKS160
WORK IS PROHIBITED BY THE ABSENCE OF APPROVAL.
NOTICE(S) CONTAINED IN THE CONTRACT BID PROPOSAL FOR DESIGNATED AREA(S) WHERE
DESIGNATED AREA(S) UNTIL OBTAINING THE APPROPRIATE APPROVAL(S). REFER TO
IN OR DISTURB THE DO NOT WORKQUALITY CERTIFICATION APPROVAL IS PENDING,
CERTIFICATION IN A CONSPICUOUS PLACE AT THE PROJECT SITE. IF A DA PERMIT OR WATER
QUALITY CERTIFICATION. POST A COPY OF THE DA PERMIT AND THE WATER QUALITY
COMPLIANCE WITH THE CONDITIONS STATED IN THE DA PERMIT AND THE APPROVED WATER
THIS PROJECT AT ONE OR MORE LOCATIONS. PERFORM ALL APPLICABLE WORK IN
WATER QUALITY CERTIFICATION FROM THE KENTUCKY DIVISION OF WATER, REGULATES
A DEPARTMENT OF THE ARMY (DA) PERMIT, WHICH MAY REQUIRE APPROVAL OF A STATE
DEPARTMENT OF THE ARMY PERMIT AND WATER QUALITY CERTIFICATION APPROVALS190
LABOR AND EQUIPMENT NECESSARY TO PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.
CONTRACT UNIT PRICE BID LINEAR FOOT (PER METER) FOR "EDGE KEY" INCLUDES ALL NECESSARY MATERIALS,
DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING SURFACE. THE
THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS
EDGE KEY455
ADMINISTRATIVE SERVICES IN FRANKFORT, KY. AT (502) 564-3670
SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL
STANDARD DRAWINGS650
TOP 12 INCHES (300 MM) OF ROADBED IN CUT AND FILL SECTIONS.
USE EMBANKMENT-IN-PLACE WITH A MINIMUM C.B.R. VALUE OF 3.0 OR GREATER IN THE
ROADBED NOTE, EMBANKMENT-IN-PLACE248
MANNER UNLESS DIRECTED BY THE ENGINEER.
DO NOT DISTURB N.G.S. (U.S.G.S.) BENCH MARKS IN ANY
N.G.S. (U.S.G.S.) BENCH MARKS160
the County Court Clerk to determine what utility companies have facilities in the area.
including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact
Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners,
aware that owners of underground facilities are not required to be members of the KY 811 one-call
of two (2) and no more than ten (10) business days prior to excavation. The contractor should be
information on the location of existing underground utilities. The call is to be placed a minimum
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for
BEFORE YOU DIG165
WORK IS PROHIBITED BY THE ABSENCE OF APPROVAL.
NOTICE(S) CONTAINED IN THE CONTRACT BID PROPOSAL FOR DESIGNATED AREA(S) WHERE
DESIGNATED AREA(S) UNTIL OBTAINING THE APPROPRIATE APPROVAL(S). REFER TO
IN OR DISTURB THE DO NOT WORKQUALITY CERTIFICATION APPROVAL IS PENDING,
CERTIFICATION IN A CONSPICUOUS PLACE AT THE PROJECT SITE. IF A DA PERMIT OR WATER
QUALITY CERTIFICATION. POST A COPY OF THE DA PERMIT AND THE WATER QUALITY
COMPLIANCE WITH THE CONDITIONS STATED IN THE DA PERMIT AND THE APPROVED WATER
THIS PROJECT AT ONE OR MORE LOCATIONS. PERFORM ALL APPLICABLE WORK IN
WATER QUALITY CERTIFICATION FROM THE KENTUCKY DIVISION OF WATER, REGULATES
A DEPARTMENT OF THE ARMY (DA) PERMIT, WHICH MAY REQUIRE APPROVAL OF A STATE
DEPARTMENT OF THE ARMY PERMIT AND WATER QUALITY CERTIFICATION APPROVALS190
TOP 12 INCHES (300 MM) OF ROADBED IN CUT AND FILL SECTIONS.
USE EMBANKMENT-IN-PLACE WITH A MINIMUM C.B.R. VALUE OF 3.0 OR GREATER IN THE
ROADBED NOTE, EMBANKMENT-IN-PLACE248
LABOR AND EQUIPMENT NECESSARY TO PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.
CONTRACT UNIT PRICE BID LINEAR FOOT (PER METER) FOR "EDGE KEY" INCLUDES ALL NECESSARY MATERIALS,
DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING SURFACE. THE
THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS
EDGE KEY455
ADMINISTRATIVE SERVICES IN FRANKFORT, KY. AT (502) 564-3670
SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL
STANDARD DRAWINGS650
SPECIAL NOTES
April 2
3, 2013
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COUNTY OF ITEM NO. SHEET NO.
C:\
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DA
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3901\
R0020J
GN.
DG
NFIL
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NA
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April 2
3, 2013
DA
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David.
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Micro
Statio
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COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.31 R2J
GENERAL NOTES
C:\
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COMPACTION OF ASPHALT MIXTURES447
ONLY.
STANDARD SPECIFICATIONS. USE JOINT CORES AS DESCRIBED IN SUBSECTION 402.03.02 FOR SURFACE MIXTURES
(25 MM) OR GREATER ON THIS PROJECT BY OPTION A ACCORDING TO SUBSECTIONS 402 AND 403 OF THE CURRENT
WILL ACCEPT THE COMPACTION OF ASPHALT MIXTURES FURNISHED FOR DRIVING LANES AND RAMPS AT ONE INCH
ASPHALT PAVEMENT RIDE QUALITY444
NOTE 11I OR THE MANUFACTURER’S SPECIFICATION.
PREPARATION AND TACK COAT APPLICATION RATE(S) SHALL FOLLOW SPECIAL
REFER TO SPECIAL NOTE 11I FOR CONSTRUCTION, MEASUREMENT AND PAYMENT SPECIFICATIONS. SURFACE
S SPECIFICATION. THE CONTRACTOR WILL FURNISH GLASGRID 8501, GLASGRID 8511 OR MIRAFI PGM-G100/100.
WHERE DIRECTED BY THE ENGINEER. THE RELIEF LAYER SHOULD BE PLACED CONTINUOUS PER THE MANUFACTURER’
A STRESS RELIEF LAYER WILL BE REQUIRED TO BE PLACED ON EXISTING ASPHALT PAVEMENT PRIOR TO OVERLAY
11F SPECIAL NOTE FOR TURF REINFORCING MAT
SPECIAL NOTE 11I: GEOGRID REINFORCEMENT FOR ASPHALT PAVEMENT
STANDARD SPECIFICATIONS, SHALL APPLY ON THIS PROJECT.
PAVEMENT RIDEABILITY REQUIREMENTS, IN ACCORDANCE WITH SECTION 410 OF THE
SEE SPECIAL NOTE: REPAIR OF EXISTING BLOW-UP/RELIEF JOINT
GENERAL NOTES
the County Court Clerk to determine what utility companies have facilities in the area.
including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact
Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners,
aware that owners of underground facilities are not required to be members of the KY 811 one-call
of two (2) and no more than ten (10) business days prior to excavation. The contractor should be
information on the location of existing underground utilities. The call is to be placed a minimum
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for
BEFORE YOU DIG165
MANNER UNLESS DIRECTED BY THE ENGINEER.
DO NOT DISTURB N.G.S. (U.S.G.S.) BENCH MARKS IN ANY
N.G.S. (U.S.G.S.) BENCH MARKS160
WORK IS PROHIBITED BY THE ABSENCE OF APPROVAL.
NOTICE(S) CONTAINED IN THE CONTRACT BID PROPOSAL FOR DESIGNATED AREA(S) WHERE
DESIGNATED AREA(S) UNTIL OBTAINING THE APPROPRIATE APPROVAL(S). REFER TO
IN OR DISTURB THE DO NOT WORKQUALITY CERTIFICATION APPROVAL IS PENDING,
CERTIFICATION IN A CONSPICUOUS PLACE AT THE PROJECT SITE. IF A DA PERMIT OR WATER
QUALITY CERTIFICATION. POST A COPY OF THE DA PERMIT AND THE WATER QUALITY
COMPLIANCE WITH THE CONDITIONS STATED IN THE DA PERMIT AND THE APPROVED WATER
THIS PROJECT AT ONE OR MORE LOCATIONS. PERFORM ALL APPLICABLE WORK IN
WATER QUALITY CERTIFICATION FROM THE KENTUCKY DIVISION OF WATER, REGULATES
A DEPARTMENT OF THE ARMY (DA) PERMIT, WHICH MAY REQUIRE APPROVAL OF A STATE
DEPARTMENT OF THE ARMY PERMIT AND WATER QUALITY CERTIFICATION APPROVALS190
LABOR AND EQUIPMENT NECESSARY TO PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.
CONTRACT UNIT PRICE BID LINEAR FOOT (PER METER) FOR "EDGE KEY" INCLUDES ALL NECESSARY MATERIALS,
DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING SURFACE. THE
THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS
EDGE KEY455
ADMINISTRATIVE SERVICES IN FRANKFORT, KY. AT (502) 564-3670
SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL
STANDARD DRAWINGS650
TOP 12 INCHES (300 MM) OF ROADBED IN CUT AND FILL SECTIONS.
USE EMBANKMENT-IN-PLACE WITH A MINIMUM C.B.R. VALUE OF 3.0 OR GREATER IN THE
ROADBED NOTE, EMBANKMENT-IN-PLACE248
MANNER UNLESS DIRECTED BY THE ENGINEER.
DO NOT DISTURB N.G.S. (U.S.G.S.) BENCH MARKS IN ANY
N.G.S. (U.S.G.S.) BENCH MARKS160
the County Court Clerk to determine what utility companies have facilities in the area.
including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact
Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners,
aware that owners of underground facilities are not required to be members of the KY 811 one-call
of two (2) and no more than ten (10) business days prior to excavation. The contractor should be
information on the location of existing underground utilities. The call is to be placed a minimum
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for
BEFORE YOU DIG165
WORK IS PROHIBITED BY THE ABSENCE OF APPROVAL.
NOTICE(S) CONTAINED IN THE CONTRACT BID PROPOSAL FOR DESIGNATED AREA(S) WHERE
DESIGNATED AREA(S) UNTIL OBTAINING THE APPROPRIATE APPROVAL(S). REFER TO
IN OR DISTURB THE DO NOT WORKQUALITY CERTIFICATION APPROVAL IS PENDING,
CERTIFICATION IN A CONSPICUOUS PLACE AT THE PROJECT SITE. IF A DA PERMIT OR WATER
QUALITY CERTIFICATION. POST A COPY OF THE DA PERMIT AND THE WATER QUALITY
COMPLIANCE WITH THE CONDITIONS STATED IN THE DA PERMIT AND THE APPROVED WATER
THIS PROJECT AT ONE OR MORE LOCATIONS. PERFORM ALL APPLICABLE WORK IN
WATER QUALITY CERTIFICATION FROM THE KENTUCKY DIVISION OF WATER, REGULATES
A DEPARTMENT OF THE ARMY (DA) PERMIT, WHICH MAY REQUIRE APPROVAL OF A STATE
DEPARTMENT OF THE ARMY PERMIT AND WATER QUALITY CERTIFICATION APPROVALS190
TOP 12 INCHES (300 MM) OF ROADBED IN CUT AND FILL SECTIONS.
USE EMBANKMENT-IN-PLACE WITH A MINIMUM C.B.R. VALUE OF 3.0 OR GREATER IN THE
ROADBED NOTE, EMBANKMENT-IN-PLACE248
LABOR AND EQUIPMENT NECESSARY TO PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.
CONTRACT UNIT PRICE BID LINEAR FOOT (PER METER) FOR "EDGE KEY" INCLUDES ALL NECESSARY MATERIALS,
DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING SURFACE. THE
THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS
EDGE KEY455
ADMINISTRATIVE SERVICES IN FRANKFORT, KY. AT (502) 564-3670
SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL
STANDARD DRAWINGS650
SPECIAL NOTES
April 2
3, 2013
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David.
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Micro
Statio
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COUNTY OF ITEM NO. SHEET NO.
C:\
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R0020J
GN.
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April 2
3, 2013
DA
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David.
Hay
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Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SIMPSON 3-8.31 R2J
GENERAL NOTES
C:\
PW
WO
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DA
VID.
HA
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ON\
D015
3901\
R0020J
GN.
DG
NFIL
E
NA
ME:
COMPACTION OF ASPHALT MIXTURES447
ONLY.
STANDARD SPECIFICATIONS. USE JOINT CORES AS DESCRIBED IN SUBSECTION 402.03.02 FOR SURFACE MIXTURES
(25 MM) OR GREATER ON THIS PROJECT BY OPTION A ACCORDING TO SUBSECTIONS 402 AND 403 OF THE CURRENT
WILL ACCEPT THE COMPACTION OF ASPHALT MIXTURES FURNISHED FOR DRIVING LANES AND RAMPS AT ONE INCH
ASPHALT PAVEMENT RIDE QUALITY444
NOTE 11I OR THE MANUFACTURER’S SPECIFICATION.
PREPARATION AND TACK COAT APPLICATION RATE(S) SHALL FOLLOW SPECIAL
REFER TO SPECIAL NOTE 11I FOR CONSTRUCTION, MEASUREMENT AND PAYMENT SPECIFICATIONS. SURFACE
S SPECIFICATION. THE CONTRACTOR WILL FURNISH GLASGRID 8501, GLASGRID 8511 OR MIRAFI PGM-G100/100.
WHERE DIRECTED BY THE ENGINEER. THE RELIEF LAYER SHOULD BE PLACED CONTINUOUS PER THE MANUFACTURER’
A STRESS RELIEF LAYER WILL BE REQUIRED TO BE PLACED ON EXISTING ASPHALT PAVEMENT PRIOR TO OVERLAY
11F SPECIAL NOTE FOR TURF REINFORCING MAT
SPECIAL NOTE 11I: GEOGRID REINFORCEMENT FOR ASPHALT PAVEMENT
STANDARD SPECIFICATIONS, SHALL APPLY ON THIS PROJECT.
PAVEMENT RIDEABILITY REQUIREMENTS, IN ACCORDANCE WITH SECTION 410 OF THE
SEE SPECIAL NOTE: REPAIR OF EXISTING BLOW-UP/RELIEF JOINT
N26°17’26"E
4+00
5+00
6+00
7+00
8+00
9+00
10+00
PC 8
+05.82
S79°34’3
3"E
S48°42’3
4"E
S77°18’0
6"E
51+00
PC 50+51.61
PT 51+29.54
PI 50+90.73
51+00
49+00
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
ENTRANCE CONSTRUCTION
RT 28 71
RT 40
4+15
4+95
#2
50:1 TAPER
50:1 TAPER
50:1 TAPER
N/A N/A
N/A N/A
EXIS
T
R/
W
P.L.
P.L.
TN 10
9
PO
RT
LA
ND
SLAB
CONC.
METAL
1-S
(ABANDONED)
ISLAND
GAS PUMP
FRAME
1-S
SIGN
TVCP
TP
ENT.
B-TOP
RT
361
876
642
629
574
538
1003
1505
1058
688
1293
549237
792
312
1237
556
341
568 484
540
1124
US 31 W
TN 10
9
2351
2021 DHVs - AM
2021 DHVs - PM
501
55
49
84
104
199 150
112
115
171
1101
659
1274
572539
1231
1293
549
1058 1043
1237
2351
US 31 W
TN 259
2375
2021 DHVs - AM
2021 DHVs - PM
1232
52
51
15
688 637
63
42
33
2 02 0
59
84
31
10 58
12
0 0 0 0 3 1
5 0 14 1
19 1
RO
GE
RS
RO
AD (C.R.)
TN 259
NANCY SPARKMAN
JOYCE REECER (WF.)
AVERY T. REECER
12
P
TIDE, INC.
HIGH
#4
#5
#4A
#8
#6
APPR. RT. STA. 50+00
MAINLINE STA. 6+15 ~
APPR. LT. & RT. STA. 50+00
MAINLINE STA. 8+90.50 ~
24"
30"
TYPE 1
RAMP
TYPE 1
RAMP
TYPE 1
RAMP TYPE 1
RAMP
TYPE 1
RAMP
TYPE 1
RAMP
60
8+20
50
9+25
50
9+60
45
52+00
40
49+15
ROBERTSON COUNTY
SUMNER COUNTY
KENTUCKY
TENNESSEE
FROM EXIST. 5.5’ LANE TO PROP. 9’ LANE, LT. & RT. !
APPR. STA. 47+60 TO STA. 48+47.50 ~ CONST. TAPER N/A N/A
N/A N/A
11’
11’
12’
12’12’
12’
12’
12’
12’
7’
7’
50’ R 50’ R
EXIS
T
R/
W
75°00’00"78°06’04"
75°38’53"
25’ R
15’ R
15’ R
15’ R
C.P. 303
VAULT
WATER
6’ X 8’
SIM
PSON
SU
MNER
RO
BE
RT
SO
NSI
MP
SO
N
R7
EXIS
T
R/
W
EXIS
T
R/
W
#4B
18"
18"18"
18"
24"
15"
#3
TE
NN
ES
SE
EK
EN
TU
CK
Y
18" CMP
60
7+75
31.30
48+15
65
48+20
50
9+40
60.50
9+40
LP
1-S-BLOCK
GRAVELWOOD PLANK
ASPHALT
CONCRETE
PP
TP
LP
Runout 93.33
Runoff 140
e 0.03
emax 0.06
E 16.33
R 2864.90
L 610.38
T 306.35
C 609.22
Delta 12°12’25" LT
PI STA 11+12.17
18"
#4C
MA
TC
HLIN
E S
TA. 4
+00 (
SE
E S
HE
ET
R5 )
18"
18"
RO
GE
RS
RO
AD (C.R.)
52.53
N81°
30’2
3"E
B C
E
F
H
I
J
G
34.0
6N1°5
9’02"E
N26°17’26"E 1156.21
10
P
N74°36’2
2"W
115.43
N85°38’2
3"W 12
9.23
K
L
M
N
FOR DRAINAGE
PERM ESMT
107.72
N24°45’3
8"W
N36°54’2
3"W 69.30
N41°
50’5
0"W 64.25
152.11
N85°38’2
2"W
N36°18’2
1"W 117.38
50
9+28.90
50
9+64.76
54.69
9+69.54
60
5+55.16
N26°17’26"E 904.77
304.21
60
6+56.53
60
8+72.38
50
9+20.49
55
9+57.72
60
8+66.06
50
9+13.29
60
9+21.67
N36°18’2
1"W 16
4.04
23.47
N79°24’2
0"W
145.26
100.07
45.19
N79°24’2
1"W
145.04
85.06
59.98
D
60
8+05.82
190.23
N84°08’4
6"W
EXIS
T
R/
W
EXIST R/W
PR
OP
R/
W
PR
OP
R/
W
PR
OP R/
W
PR
OP
R/
W
SIGN
METAL
MARKER
PROJ
MARKER
TELE
TVCP
TP
A
B
C
E
F
N26°43’12"W 15.08H
I
JG
L
K N22°11’39"E 10.50
N47°50’43"W 10.86
M N22°11’39"E 7.45
N S66°23’35"E 10.50
N76°45’18"E 19.45 D
100.38
21.79
51+15
LC 17.75
B N25°7’59"E
L 17.75
R 2924.90
LC 4.84
B N23°9’13"E
L 4.84
R 2914.90
LC 40.20
B N23°36’8"E
L 40.20
R 2914.90
LC 13.88
B N26°8’56"E
L 13.88
R 2804.90
LC 45.09
B N25°32’47"E
L 45.10
R 2804.90
LC 3.83
B N23°52’5"E
L 3.83
R 2814.90
EXIST & PROP R/W
3-8.1
INV ELEV = 741.88
TOP ELEV.= 747.38
INV ELEV = 743.01TOP ELEV.= 748.50
Runout N/A
Runoff N/A
e N/A
emax 0.08
E 2.12
R 360.00
L 77.93
T 39.12
C 77.78
Delta 12°24’12"
PI STA 50+90.73
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKHJERRY JOHNS
STINSON
WILMA LOU
4
P
P.L.
LARRY COLLINS
L & W PROPERTIES GP
8
P
67.74
5+62.40
60.00
5+64.79
74.45
6+50.88
62.24
7+01.52
60.00
7+34.26 60.00
4+00.00
62.30
4+00.00
63.60
4+99.65
60
8+55
FOR SLOPE CONST
TEMP ESMT60
6+80
60.31
9+32.39
TEMP ESMT FOR CONST
FO
R
EN
T
CO
NS
TT
EM
P
ES
MT
FOR SLOPE CONST
TEMP ESMT
FOR SLOPE CONST
TEMP ESMT
23.62
51+65
70
6+74.95
60
8+05.82
N25°47’56"E
LC 50.21
L 50.21
R 2924.90
70.56
8+61.89
37.19
48+60
50
48+60
50
49+25
42.39
49+25
35.00
51+65
35.16
50+96.22
42.60
51+03.70
42.60
51+20.30
22.71
51+40.26
68.00
51+00
169.79 169.47 30.82
LC 50.21
B N25°47’56"E
L 50.21
R 2924.90
O
P
N84°08’46"W 10.52
LC 10.90
B N23°43’05"W
L 10.90
R 2814.90
O
P
65.21PR
OP
R/
W
N22°06’31"E
LC 158.12
L 158.14
R 2814.90
N18°59’43"E
LC 482.03
L 482.62
R 2814.90FOR SLOPE CONST
TEMP ESMT
FOR DRAINAGE
PERM ESMT
LC 11.50
B N24°1’27"E
L 11.50
R 2814.90
T12
P
13
P
T13
P
JOYCE REECER (WF.)
AVERY T. REECER
13
P
11
P
N20°40’36"E
LC 247.73
L 247.81
R 2914.90
19’
HIG
H
1-T
VC
+92.47
18’ HIGH
1-TE
+23.90
18’
HIG
H
1-T
E
2-TE 1-
TVC
10" PVC2-TE
WMV
VAULT
WATER
6’ X 8’
6"
PV
C
WM
+96.01
N26°17’26"E 149.29
125.82
7+38
7+41
40 23
25 41
WELLS
MONITORING
GAS
CURB AND GUTTER AND 257 SQ YDS 5’ SIDEWALK, RT. !
STA. 4+00 TO STA. 10+00 ~ CONST. 496 LF MODIFIED
WELLS
MONITORING
GAS
WELLS
MONITORING
GAS
PUMPS
GAS
PUMPS
GASPUMPS
GAS
PUMPS
GAS
VACUUM
SIGN SIGN
SIGNSIGN
15’ R15’ R
50’ R 50’ R
AT STA. 9+30 RT !
8+60 RT ! AND KY HISTORICAL MARKER LOCATED
OF TN HISTORICAL MARKER LOCATED AT STA.
SEE NOTE ON GENERAL SUMMARY FOR REMOVAL
MARKER
HISTORICAL
MARKER
HISTORICAL
C.P. 500
WV
GV
E
SA
N F
M
WM
WV
POS
T
SA
N F
M
WV
WV
SA
N F
M
TEL JB
WV
SA
N F
M
TM
H
SIG
N
SA
N F
M
SIG
N
WV
SA
NM
H
WV
SA
NM
H
DISTURB
DO NOT
EDGE OF PAVEMENT TAPER @ 8:1, LT. !
APPR. STA. 51+12 TO STA. 52+00 ~ CONST. 88’
RIGHT TURN LANE, LT. !
APPR. STA. 50+32.09 TO STA. 51+12 ~ CONST.
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
28.80
51+00
STA. 9+12.36 US 31W
KY/TN STATE LINE ~
96.69
N61°
29’0
5"W
SUMNER
ROBERTSON
SIMPSON
RT 8+20 20 N/A N/A 53 23
LT
AND GUTTER AND 227 SQ YDS 5’ SIDEWALK, LT. !
STA. 6+00 TO STA. 10+00 ~ CONST. 362 LF MODIFIED CURB
CURB AND GUTTER AND SIDEWALK, LT !
STA. 6+00 ~ END PAVED SHOULDER & BEGIN
STA. 6+52 ~ CONST. 40’ CURB CUT, LT !
LOCO JOE’S INC.
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ETAL
COM ASPH
RES ASPH
ENTRANCE AT STA. 7+41, LT !
AND RELEASE FOR CONSTRUCTION OF
PROPERTY OWNER HAS GRANTED CONSENT
4:1 SIDE SLOPE TO 3:1 SIDE SLOPE, LT !
STA. 6+00 TO STA. 6+50 ~ TRANS. FROM
3:1 SIDE SLOPE TO 4:1 SIDE SLOPE, LT !
STA. 6+50 TO STA. 7+00 ~ TRANS. FROM
0’ 40’ 80’20’
50’ R
50’ R
June
12, 2012
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=20’
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R00700
PL.
DG
NFIL
E
NA
ME:
MAINLINE STA. 4+00 TO STA. 10+00
4+50
COM ASPH
COM ASPH
COM ASPH
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
30
94 40
108
98
PAVEMENT AND MEDIAN TAPER @ 50:1, RT. !
STA. 4+00 TO STA. 6+00 ~ CONST. 200’ EDGE OF
CONST. 200’ MEDIAN TAPER @ 50:1, LT. !
STA. 4+00 TO STA. 6+00 ~
CONST. 200’ EDGE OF PAVEMENT TAPER @ 50:1, LT. !
STA. 4+00 BK TO STA. 6+00 AHD ~
N26°17’26"E
4+00
5+00
6+00
7+00
8+00
9+00
10+00
PC 8
+05.82
S79°34’3
3"E
S48°42’3
4"E
S77°18’0
6"E
51+00
PC 50+51.61
PT 51+29.54
PI 50+90.73
51+00
49+00
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
ENTRANCE CONSTRUCTION
RT 28 71
RT 40
4+15
4+95
#2
50:1 TAPER
50:1 TAPER
50:1 TAPER
N/A N/A
N/A N/A
EXIS
T
R/
W
P.L.
P.L.
TN 10
9
PO
RT
LA
ND
SLAB
CONC.
METAL
1-S
(ABANDONED)
ISLAND
GAS PUMP
FRAME
1-S
SIGN
TVCP
TP
ENT.
B-TOP
RT
361
876
642
629
574
538
1003
1505
1058
688
1293
549237
792
312
1237
556
341
568 484
540
1124
US 31 W
TN 10
9
2351
2021 DHVs - AM
2021 DHVs - PM
501
55
49
84
104
199 150
112
115
171
1101
659
1274
572539
1231
1293
549
1058 1043
1237
2351
US 31 W
TN 259
2375
2021 DHVs - AM
2021 DHVs - PM
1232
52
51
15
688 637
63
42
33
2 02 0
59
84
31
10 58
12
0 0 0 0 3 1
5 0 14 1
19 1
RO
GE
RS
RO
AD (C.R.)
TN 259
NANCY SPARKMAN
JOYCE REECER (WF.)
AVERY T. REECER
12
P
TIDE, INC.
HIGH
#4
#5
#4A
#8
#6
APPR. RT. STA. 50+00
MAINLINE STA. 6+15 ~
APPR. LT. & RT. STA. 50+00
MAINLINE STA. 8+90.50 ~
24"
30"
TYPE 1
RAMP
TYPE 1
RAMP
TYPE 1
RAMP TYPE 1
RAMP
TYPE 1
RAMP
TYPE 1
RAMP
60
8+20
50
9+25
50
9+60
45
52+00
40
49+15
ROBERTSON COUNTY
SUMNER COUNTY
KENTUCKY
TENNESSEE
FROM EXIST. 5.5’ LANE TO PROP. 9’ LANE, LT. & RT. !
APPR. STA. 47+60 TO STA. 48+47.50 ~ CONST. TAPER N/A N/A
N/A N/A
11’
11’
12’
12’12’
12’
12’
12’
12’
7’
7’
50’ R 50’ R
EXIS
T
R/
W
75°00’00"78°06’04"
75°38’53"
25’ R
15’ R
15’ R
15’ R
C.P. 303
VAULT
WATER
6’ X 8’
SIM
PSON
SU
MNER
RO
BE
RT
SO
NSI
MP
SO
N
R7
EXIS
T
R/
W
EXIS
T
R/
W
#4B
18"
18"18"
18"
24"
15"
#3
TE
NN
ES
SE
EK
EN
TU
CK
Y
18" CMP
60
7+75
31.30
48+15
65
48+20
50
9+40
60.50
9+40
LP
1-S-BLOCK
GRAVELWOOD PLANK
ASPHALT
CONCRETE
PP
TP
LP
Runout 93.33
Runoff 140
e 0.03
emax 0.06
E 16.33
R 2864.90
L 610.38
T 306.35
C 609.22
Delta 12°12’25" LT
PI STA 11+12.17
18"
#4C
MA
TC
HLIN
E S
TA. 4
+00 (
SE
E S
HE
ET
R5 )
18"
18"
RO
GE
RS
RO
AD (C.R.)
52.53
N81°
30’2
3"E
B C
E
F
H
I
J
G
34.0
6N1°5
9’02"E
N26°17’26"E 1156.21
10
P
N74°36’2
2"W
115.43
N85°38’2
3"W 12
9.23
K
L
M
N
FOR DRAINAGE
PERM ESMT
107.72
N24°45’3
8"W
N36°54’2
3"W 69.30
N41°
50’5
0"W 64.25
152.11
N85°38’2
2"W
N36°18’2
1"W 117.38
50
9+28.90
50
9+64.76
54.69
9+69.54
60
5+55.16
N26°17’26"E 904.77
304.21
60
6+56.53
60
8+72.38
50
9+20.49
55
9+57.72
60
8+66.06
50
9+13.29
60
9+21.67
N36°18’2
1"W 16
4.04
23.47
N79°24’2
0"W
145.26
100.07
45.19
N79°24’2
1"W
145.04
85.06
59.98
D
60
8+05.82
190.23
N84°08’4
6"W
EXIS
T
R/
W
EXIST R/W
PR
OP
R/
W
PR
OP
R/
W
PR
OP R/
W
PR
OP
R/
W
SIGN
METAL
MARKER
PROJ
MARKER
TELE
TVCP
TP
A
B
C
E
F
N26°43’12"W 15.08H
I
JG
L
K N22°11’39"E 10.50
N47°50’43"W 10.86
M N22°11’39"E 7.45
N S66°23’35"E 10.50
N76°45’18"E 19.45 D
100.38
21.79
51+15
LC 17.75
B N25°7’59"E
L 17.75
R 2924.90
LC 4.84
B N23°9’13"E
L 4.84
R 2914.90
LC 40.20
B N23°36’8"E
L 40.20
R 2914.90
LC 13.88
B N26°8’56"E
L 13.88
R 2804.90
LC 45.09
B N25°32’47"E
L 45.10
R 2804.90
LC 3.83
B N23°52’5"E
L 3.83
R 2814.90
EXIST & PROP R/W
3-8.1
INV ELEV = 741.88
TOP ELEV.= 747.38
INV ELEV = 743.01TOP ELEV.= 748.50
Runout N/A
Runoff N/A
e N/A
emax 0.08
E 2.12
R 360.00
L 77.93
T 39.12
C 77.78
Delta 12°24’12"
PI STA 50+90.73
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKHJERRY JOHNS
STINSON
WILMA LOU
4
P
P.L.
LARRY COLLINS
L & W PROPERTIES GP
8
P
67.74
5+62.40
60.00
5+64.79
74.45
6+50.88
62.24
7+01.52
60.00
7+34.26 60.00
4+00.00
62.30
4+00.00
63.60
4+99.65
60
8+55
FOR SLOPE CONST
TEMP ESMT60
6+80
60.31
9+32.39
TEMP ESMT FOR CONST
FO
R
EN
T
CO
NS
TT
EM
P
ES
MT
FOR SLOPE CONST
TEMP ESMT
FOR SLOPE CONST
TEMP ESMT
23.62
51+65
70
6+74.95
60
8+05.82
N25°47’56"E
LC 50.21
L 50.21
R 2924.90
70.56
8+61.89
37.19
48+60
50
48+60
50
49+25
42.39
49+25
35.00
51+65
35.16
50+96.22
42.60
51+03.70
42.60
51+20.30
22.71
51+40.26
68.00
51+00
169.79 169.47 30.82
LC 50.21
B N25°47’56"E
L 50.21
R 2924.90
O
P
N84°08’46"W 10.52
LC 10.90
B N23°43’05"W
L 10.90
R 2814.90
O
P
65.21PR
OP
R/
W
N22°06’31"E
LC 158.12
L 158.14
R 2814.90
N18°59’43"E
LC 482.03
L 482.62
R 2814.90FOR SLOPE CONST
TEMP ESMT
FOR DRAINAGE
PERM ESMT
LC 11.50
B N24°1’27"E
L 11.50
R 2814.90
T12
P
13
P
T13
P
JOYCE REECER (WF.)
AVERY T. REECER
13
P
11
P
N20°40’36"E
LC 247.73
L 247.81
R 2914.90
19’
HIG
H
1-T
VC
+92.47
18’ HIGH
1-TE
+23.90
18’
HIG
H
1-T
E
2-TE 1-
TVC
10" PVC2-TE
WMV
VAULT
WATER
6’ X 8’
6"
PV
C
WM
+96.01
N26°17’26"E 149.29
125.82
7+38
7+41
40 23
25 41
WELLS
MONITORING
GAS
CURB AND GUTTER AND 257 SQ YDS 5’ SIDEWALK, RT. !
STA. 4+00 TO STA. 10+00 ~ CONST. 496 LF MODIFIED
WELLS
MONITORING
GAS
WELLS
MONITORING
GAS
PUMPS
GAS
PUMPS
GASPUMPS
GAS
PUMPS
GAS
VACUUM
SIGN SIGN
SIGNSIGN
15’ R15’ R
50’ R 50’ R
AT STA. 9+30 RT !
8+60 RT ! AND KY HISTORICAL MARKER LOCATED
OF TN HISTORICAL MARKER LOCATED AT STA.
SEE NOTE ON GENERAL SUMMARY FOR REMOVAL
MARKER
HISTORICAL
MARKER
HISTORICAL
C.P. 500
WV
GV
E
SA
N F
M
WM
WV
POS
T
SA
N F
M
WV
WV
SA
N F
M
TEL JB
WV
SA
N F
M
TM
H
SIG
N
SA
N F
M
SIG
N
WV
SA
NM
H
WV
SA
NM
H
DISTURB
DO NOT
EDGE OF PAVEMENT TAPER @ 8:1, LT. !
APPR. STA. 51+12 TO STA. 52+00 ~ CONST. 88’
RIGHT TURN LANE, LT. !
APPR. STA. 50+32.09 TO STA. 51+12 ~ CONST.
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
28.80
51+00
STA. 9+12.36 US 31W
KY/TN STATE LINE ~
96.69
N61°
29’0
5"W
SUMNER
ROBERTSON
SIMPSON
RT 8+20 20 N/A N/A 53 23
LT
AND GUTTER AND 227 SQ YDS 5’ SIDEWALK, LT. !
STA. 6+00 TO STA. 10+00 ~ CONST. 362 LF MODIFIED CURB
CURB AND GUTTER AND SIDEWALK, LT !
STA. 6+00 ~ END PAVED SHOULDER & BEGIN
STA. 6+52 ~ CONST. 40’ CURB CUT, LT !
LOCO JOE’S INC.
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ETAL
COM ASPH
RES ASPH
ENTRANCE AT STA. 7+41, LT !
AND RELEASE FOR CONSTRUCTION OF
PROPERTY OWNER HAS GRANTED CONSENT
4:1 SIDE SLOPE TO 3:1 SIDE SLOPE, LT !
STA. 6+00 TO STA. 6+50 ~ TRANS. FROM
3:1 SIDE SLOPE TO 4:1 SIDE SLOPE, LT !
STA. 6+50 TO STA. 7+00 ~ TRANS. FROM
0’ 40’ 80’20’
50’ R
50’ R
June
12, 2012
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=20’
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R00700
PL.
DG
NFIL
E
NA
ME:
MAINLINE STA. 4+00 TO STA. 10+00
4+50
COM ASPH
COM ASPH
COM ASPH
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
30
94 40
108
98
PAVEMENT AND MEDIAN TAPER @ 50:1, RT. !
STA. 4+00 TO STA. 6+00 ~ CONST. 200’ EDGE OF
CONST. 200’ MEDIAN TAPER @ 50:1, LT. !
STA. 4+00 TO STA. 6+00 ~
CONST. 200’ EDGE OF PAVEMENT TAPER @ 50:1, LT. !
STA. 4+00 BK TO STA. 6+00 AHD ~
88
+00
89
+00
90
+00
91+
00
92
+00
93
+00
94
+00
GR
AV
EL
EN
T.
6’
CH
AIN
LIN
K
6’ CHAIN LINKBILLBOARD
CULTIVATED
SINKHOLE
FRAME
1-S
SIDED
METAL
ENT.
B-TOP
SIGN
WOOD
PARKING
GRAVEL
SIGN
PARKING
GRAVEL
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
ENTRANCE CONSTRUCTION
92+57RT 32
93+30LT 16
93+97RT 16
43
P
45
P
CARL C. PRITCHARD
WILLIAM J. BRADLEY
44
P
#92
#93
#94
#95
#97
#98
EXIST & PROP R/W
N/A N/A
N/A N/A
N/A N/A
4’
CH
AIN
LIN
K
30" RCP
DOUBLE
SIGN
P.L.
P.L.
P.L.
C.P. 312
15" CMP
15" CMP
SIMPSON R35
36"
42"
36"
24" #96
15"
30"
42"
GRAVEL ENT
SLOPE & ENTR CONST
TEMP ESMT FOR
140
92+00
175
93+10
95
92+15
Runout 0
Runoff 0
e NC
emax 0.06
E 60.09
R 7639.40
L 1910.03
T 960.02
C 1905.06
Delta 14°19’31" LT
PI STA 86+86.16
15"
SLOPE CONST
TEMP ESMT FORFOR SLOPE CONST
TEMP ESMT
FOR DRAINAGE
PERM ESMT
115
92+95
80
92+15
50
92+15
70
93+10
90
93+2090
93+40
65
93+45
70
88+00
50
91+65
65
91+65
50
93+10
60
93+10
65
93+10
SIZE/TYPE LENGTH TYPE D T
CHANNEL LINING
STA TO STA
DITCH CONSTRUCTION, LT !
QUANTITY
23’4’ FB SURF 2’CLASS II91+62 ~ 91+83
91+83 ~ 92+69 4’ FB SURF EC BLKT 2’ -
1.5’
230 SQ YDS94’
(SEE SPECIAL DETAIL SHEET)
STA. 92+74 ~ CONST. 20.5 LF FILTER BERM LT !
33 TONS
10" PVC
6" AC
FIBER OPTIC
GUTTER AND 312 SQ YDS 5’ SIDEWALK, LT. !
STA. 88+00 TO STA. 94+00 ~ CONST. 561 LF MODIFIED CURB AND
GUTTER AND 289 SQ YDS 5’ SIDEWALK, RT. !
STA. 88+00 TO STA. 94+00 ~ CONST. 520 LF MODIFIED CURB AND
N11°02’53"E
LC 170.77
L 170.78
R 7689.40
25.00
N74°15’4
5"W
N12°27’22"E 146.23
A
A
B
B
N5°40
’22"W
113.27
N64°15’0
4"W
61.
78
N1°53’
56"W 8
1.40
N77°22’3
0"W
45.00
N11°23’04"E
LC 104.95
L 104.95
R 7589.40
50
88+00.14
80
89+93.92
90
93+24.52
50
93+27.57
50
88+09.46
69.58
88+11.41
50
93+40.41
59.19
93+40.69
50
88+00
75
88+00
30" PIPE W/ 18 CU YDS CONCRETE CLASS B
STA. 91+89 ~ SAFE LOAD EXISTING DOUBLE
LP
LP
LP
LP
1-P
YARD LIGHTYARD LIGHT
3-8.1
TYREE
RONALD JOE
80
87+99.39
C
N77°00’00"W 15.00
N78°05’15"W 15.00
C
LC 145.95, N12°27’22"E
R 7689.40, L 145.95
42
P
E
D
N14°20’00"E
LC 357.84
L 357.87
R 7689.40
D
E
LC 30.61, N11°47’54"E
R 7689.40, L 30.61
LC 9.52, N15°42’07"E
R 7689.40, L 9.52
N12°12’10"E
LC 111.83
L 111.83
R 7589.40
N16°37’44"E
LC 1892.59
L 1897.53
R 7589.40
N16°37’44"E
LC 1917.53
L 1922.55
R 7689.40
DISTURB
DO NOT
K4 INVESTMENTS LTD
34
P
GENE HOWARD GROVES, ET AL
FOR DRAINAGE
PERM ESMT
#91
N13°00’56"E
LC 103.44
L 103.44
R 7589.40
80
91+40.23
N32°33’58"W 125.8
8
FOR SLOPE CONST
TEMP ESMT
EXIST & PROP R/W
50
91+10.87
0’ 40’ 80’20’
HERD LORD
DALE BRADRICK &
MAINLINE STA. 88+00 TO STA. 94+00
36"
RES ASPH
RES TBB
RES TBB
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
52 38
55 19
14 19
April 10, 2013
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
R03500
PL.
DG
NFIL
E
NA
ME:
N/A N/ARES ASPH 19LT 88+50 16 116
88
+00
89
+00
90
+00
91+
00
92
+00
93
+00
94
+00
GR
AV
EL
EN
T.
6’
CH
AIN
LIN
K
6’ CHAIN LINKBILLBOARD
CULTIVATED
SINKHOLE
FRAME
1-S
SIDED
METAL
ENT.
B-TOP
SIGN
WOOD
PARKING
GRAVEL
SIGN
PARKING
GRAVEL
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
ENTRANCE CONSTRUCTION
92+57RT 32
93+30LT 16
93+97RT 16
43
P
45
P
CARL C. PRITCHARD
WILLIAM J. BRADLEY
44
P
#92
#93
#94
#95
#97
#98
EXIST & PROP R/W
N/A N/A
N/A N/A
N/A N/A
4’
CH
AIN
LIN
K
30" RCP
DOUBLE
SIGN
P.L.
P.L.
P.L.
C.P. 312
15" CMP
15" CMP
SIMPSON R35
36"
42"
36"
24" #96
15"
30"
42"
GRAVEL ENT
SLOPE & ENTR CONST
TEMP ESMT FOR
140
92+00
175
93+10
95
92+15
Runout 0
Runoff 0
e NC
emax 0.06
E 60.09
R 7639.40
L 1910.03
T 960.02
C 1905.06
Delta 14°19’31" LT
PI STA 86+86.16
15"
SLOPE CONST
TEMP ESMT FORFOR SLOPE CONST
TEMP ESMT
FOR DRAINAGE
PERM ESMT
115
92+95
80
92+15
50
92+15
70
93+10
90
93+2090
93+40
65
93+45
70
88+00
50
91+65
65
91+65
50
93+10
60
93+10
65
93+10
SIZE/TYPE LENGTH TYPE D T
CHANNEL LINING
STA TO STA
DITCH CONSTRUCTION, LT !
QUANTITY
23’4’ FB SURF 2’CLASS II91+62 ~ 91+83
91+83 ~ 92+69 4’ FB SURF EC BLKT 2’ -
1.5’
230 SQ YDS94’
(SEE SPECIAL DETAIL SHEET)
STA. 92+74 ~ CONST. 20.5 LF FILTER BERM LT !
33 TONS
10" PVC
6" AC
FIBER OPTIC
GUTTER AND 312 SQ YDS 5’ SIDEWALK, LT. !
STA. 88+00 TO STA. 94+00 ~ CONST. 561 LF MODIFIED CURB AND
GUTTER AND 289 SQ YDS 5’ SIDEWALK, RT. !
STA. 88+00 TO STA. 94+00 ~ CONST. 520 LF MODIFIED CURB AND
N11°02’53"E
LC 170.77
L 170.78
R 7689.40
25.00
N74°15’4
5"W
N12°27’22"E 146.23
A
A
B
B
N5°40
’22"W
113.27
N64°15’0
4"W
61.
78
N1°53’
56"W 8
1.40
N77°22’3
0"W
45.00
N11°23’04"E
LC 104.95
L 104.95
R 7589.40
50
88+00.14
80
89+93.92
90
93+24.52
50
93+27.57
50
88+09.46
69.58
88+11.41
50
93+40.41
59.19
93+40.69
50
88+00
75
88+00
30" PIPE W/ 18 CU YDS CONCRETE CLASS B
STA. 91+89 ~ SAFE LOAD EXISTING DOUBLE
LP
LP
LP
LP
1-P
YARD LIGHTYARD LIGHT
3-8.1
TYREE
RONALD JOE
80
87+99.39
C
N77°00’00"W 15.00
N78°05’15"W 15.00
C
LC 145.95, N12°27’22"E
R 7689.40, L 145.95
42
P
E
D
N14°20’00"E
LC 357.84
L 357.87
R 7689.40
D
E
LC 30.61, N11°47’54"E
R 7689.40, L 30.61
LC 9.52, N15°42’07"E
R 7689.40, L 9.52
N12°12’10"E
LC 111.83
L 111.83
R 7589.40
N16°37’44"E
LC 1892.59
L 1897.53
R 7589.40
N16°37’44"E
LC 1917.53
L 1922.55
R 7689.40
DISTURB
DO NOT
K4 INVESTMENTS LTD
34
P
GENE HOWARD GROVES, ET AL
FOR DRAINAGE
PERM ESMT
#91
N13°00’56"E
LC 103.44
L 103.44
R 7589.40
80
91+40.23
N32°33’58"W 125.8
8
FOR SLOPE CONST
TEMP ESMT
EXIST & PROP R/W
50
91+10.87
0’ 40’ 80’20’
HERD LORD
DALE BRADRICK &
MAINLINE STA. 88+00 TO STA. 94+00
36"
RES ASPH
RES TBB
RES TBB
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
52 38
55 19
14 19
April 10, 2013
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
R03500
PL.
DG
NFIL
E
NA
ME:
N/A N/ARES ASPH 19LT 88+50 16 116
726
728
730
732
734
736
738
740
742
744
746
748
750
752
754
756
758
760760
726
728
730
732
734
736
738
740
742
744
746
748
750
752
754
756
758
760760
88+00 88+20 88+40 88+60 88+80 89+00 89+20 89+40 89+60 89+80 90+00 90+20 90+40 90+60 90+80 91+00 91+20 91+40 91+60 91+80 92+00 92+20 92+40 92+60 92+80 93+00 93+20 93+40 93+60 93+80 94+00
-0.59%
745.5
745.3
745.2
745.1
745.0
744.8
744.7
744.5
744.4
744.3
744.2
744.1
744.0
743.9
743.7
743.7
743.6
743.5
743.4
743.3
743.2
743.1
743.0
742.8
742.7
742.6
742.5
742.3
742.2
742.0
741.
9
746.65
746.53
746.41
746.29
746.17
746.05
745.94
745.82
745.70
745.58
745.46
745.34
745.22
745.11
744.99
744.87
744.75
744.63
744.51
744.39
744.28
744.16
744.04
743.92
743.80
743.68
743.57
743.45
743.33
743.21
743.09
W.L.
W.L.
SIMPSON R36
1" = 2’ VERTICAL
SCALE: 1" = 20’ HORIZONTAL
PROFILE STA. 88+00 TO STA. 94+00
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 744.73
IN
LE
T #92
RT
ST
A. 89
+83
CO
NS
T.
DBI T
Y. 3 IN
LE
T
EL
EV. = 742.41
IN
LE
T #95
RT
ST
A. 91+
83
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 742.40
IN
LE
T #98
RT
ST
A. 93
+77
FL
= 737.83
RT
FL
= 736.84
RT
FL
= 739.15
RT
PIPE @ 0.50% RT
198 L.F. 30" S.S.
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.55
IN
LE
T #93
LT
ST
A. 91+
83
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 742.40
IN
LE
T #97
LT
ST
A. 93
+77
FL
= 736.50
LT
EXIS
TIN
G 30"
RC
P
EXIS
TIN
G 30"
RC
PPIPE @ 0.50% RT
198 L.F. 36" S.S.PIPE @ 1.0
9% RT98 L.F. 24
" S.S.
PIPE @ 1.09% RT
95 L.F. 15"
S.S.
IN
LE
T #96
RT
ST
A. 92
+82
CO
NS
T.
DBI T
Y. 3 IN
LE
T
EL
EV. = 742.41
FL
= 738.11 R
T
A=
A
FL
= 737.04
RT
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.55
IN
LE
T #94
RT
ST
A. 91+
83
2’ FB SURF. DT. LT !
FLOOD EVALUATION DATA
DESIGN
CHECK
25
100
INTERVAL
RETURN
(cfs)
Q
(feet)
HW ELEV
742.86
742.91
8
10
3-8.1
January
1, 0001
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
D015
3942\
R03600
PR.
DG
NFIL
E
NA
ME:
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
ale
x1.s
mit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
MS
P\
D014
4517\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
FL
= 739.28
LT
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.89
IN
LE
T #91
LT
ST
A. 91+
25
PIPE @ 0.67% LT
324 L.F. 30" S.S.
PIPE @ 1.48% LT
107 L.F. 15" S.S.
FL
= 739.20
LT
VOLUME FILL: 3251
VOLUME CUT: 470
SHEET TOTALS:
726
728
730
732
734
736
738
740
742
744
746
748
750
752
754
756
758
760760
726
728
730
732
734
736
738
740
742
744
746
748
750
752
754
756
758
760760
88+00 88+20 88+40 88+60 88+80 89+00 89+20 89+40 89+60 89+80 90+00 90+20 90+40 90+60 90+80 91+00 91+20 91+40 91+60 91+80 92+00 92+20 92+40 92+60 92+80 93+00 93+20 93+40 93+60 93+80 94+00
-0.59%
745.5
745.3
745.2
745.1
745.0
744.8
744.7
744.5
744.4
744.3
744.2
744.1
744.0
743.9
743.7
743.7
743.6
743.5
743.4
743.3
743.2
743.1
743.0
742.8
742.7
742.6
742.5
742.3
742.2
742.0
741.
9
746.65
746.53
746.41
746.29
746.17
746.05
745.94
745.82
745.70
745.58
745.46
745.34
745.22
745.11
744.99
744.87
744.75
744.63
744.51
744.39
744.28
744.16
744.04
743.92
743.80
743.68
743.57
743.45
743.33
743.21
743.09
W.L.
W.L.
SIMPSON R36
1" = 2’ VERTICAL
SCALE: 1" = 20’ HORIZONTAL
PROFILE STA. 88+00 TO STA. 94+00
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 744.73
IN
LE
T #92
RT
ST
A. 89
+83
CO
NS
T.
DBI T
Y. 3 IN
LE
T
EL
EV. = 742.41
IN
LE
T #95
RT
ST
A. 91+
83
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 742.40
IN
LE
T #98
RT
ST
A. 93
+77
FL
= 737.83
RT
FL
= 736.84
RT
FL
= 739.15
RT
PIPE @ 0.50% RT
198 L.F. 30" S.S.
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.55
IN
LE
T #93
LT
ST
A. 91+
83
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 742.40
IN
LE
T #97
LT
ST
A. 93
+77
FL
= 736.50
LT
EXIS
TIN
G 30"
RC
P
EXIS
TIN
G 30"
RC
PPIPE @ 0.50% RT
198 L.F. 36" S.S.PIPE @ 1.0
9% RT98 L.F. 24
" S.S.
PIPE @ 1.09% RT
95 L.F. 15"
S.S.
IN
LE
T #96
RT
ST
A. 92
+82
CO
NS
T.
DBI T
Y. 3 IN
LE
T
EL
EV. = 742.41
FL
= 738.11 R
T
A=
A
FL
= 737.04
RT
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.55
IN
LE
T #94
RT
ST
A. 91+
83
2’ FB SURF. DT. LT !
FLOOD EVALUATION DATA
DESIGN
CHECK
25
100
INTERVAL
RETURN
(cfs)
Q
(feet)
HW ELEV
742.86
742.91
8
10
3-8.1
January
1, 0001
DA
TE P
LO
TT
ED:
David.
Hay
do
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
D015
3942\
R03600
PR.
DG
NFIL
E
NA
ME:
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
ale
x1.s
mit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
MS
P\
D014
4517\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
FL
= 739.28
LT
CO
NS
T. C
BI T
Y.
A IN
LE
T
EL
EV. = 743.89
IN
LE
T #91
LT
ST
A. 91+
25
PIPE @ 0.67% LT
324 L.F. 30" S.S.
PIPE @ 1.48% LT
107 L.F. 15" S.S.
FL
= 739.20
LT
VOLUME FILL: 3251
VOLUME CUT: 470
SHEET TOTALS:
N26°17’2
6"E
6+00
Runout N/A
Runoff N/A
e N/A
emax 0.08
E 2.12
R 360.00
L 77.93
T 39.12
C 77.78
Delta 12°24’12"
PI STA 50+90.73
S48°42
’34"E
51+
00
PC 50
+51.
61
PT 51+
29.54
PI 50
+90.73
JUDY C. PHILLIPS
JAMES H. PHILLIPS
EXIST R/W
P.L.
TN 109
PORTLAND
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
LT
TN 109
ENTRANCE CONSTRUCTION FOR ROAD APPROACHES
11
P
TIDE, INC.
HIGH
10
P
APPR. RT. STA. 50+00
MAINLINE STA. 6+15 ~
PR
OP
R/
W
FOR ENTR
TEMP ESMT
TYPE 1
RAMP
TYPE 1
RAMP
45
52+00
RO
BE
RTS
ON
CO
UN
TY
SU
MN
ER
CO
UN
TY
PROP R/W
15
11’
11’
12’
12’
12’
12’
12’
12’
12’
7’
7’
50’ R
50’ R
EXIS
T
R/
W
EXIST R/W
75°00’00"
25’ R
SIMPSON
S36°18’21"E
52
+00
53
+00
54
+00
P.L.
45
52+00
361
876
642
629
574
538
1003
1505
1058
688
1293
549237
792
312
1237
556
341
568 484
540
1124
US 31 W
TN 10
9
2351
2021 DHVs - AM
2021 DHVs - PM
501
55
49
84
104
199 150
60
6+80
30 MPH DESIGN SPEED
RIGHT TURN LANE, LT. !
APPR. STA. 50+32.09 TO STA. 51+12 ~ CONST.
EDGE OF PAVEMENT TAPER @ 8:1, LT. !
APPR. STA. 51+12 TO STA. 52+00 ~ CONST. 88’
10’ CONST ESMT
N26°17’2
6"E 1156.21
60
5+55.16N36°18’21"W 117.38
60
6+56.53
N36°18’21"W 164.04
N36°54’23"W 69.30
N24°45’38"W 107.72
N26°17’2
6"E 904.77
N26°17’2
6"E 14
9.29
125.82
23.47
A N76°45’18"E 19.45
EXIST R/WPROP R/W
3-8.1 R41
740
742
744
746
748
750
752
754
756756
740
742
744
746
748
750
752
754
756756
50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00
TELEPHONE
FIBER OPTIC
4" STEEL G.L.
�" PVC W.L.
4" PVC W.L.
1.37%
VOLUME FILL: 171
VOLUME CUT: 646
SHEET TOTALS:
-0.6%
SPECIAL DT. LT !
VPI 50
+32.09
Ele
v 749.30
PV
C 51+
50.00
Ele
v 747.92
VPI 51+
75.00
Ele
v 747.63
PV
T 52
+00.00
Ele
v 747.48
-1.17%
-0.60%
L 50.00 FT
748.6
748.3
748.1
747.9
747.9
747.8
747.8
747.7
747.7
747.6
747.5
747.4
747.1
747.0
746.9
747.0
749.21
748.97
748.74
748.51
748.27
748.04
747.81
747.62
747.48
SD 396 FT
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH70
6+74.95
51+88 46 63 170
25’ R
C.P. 500
INVERT
ELE
V.= 745.30 (5
441)
GVEIN
VERT
ELE
V.= 747.46 (5
432)
INVERT
ELE
V.= 744.78 (5
442)
OR
NA
ME
NT
AL (C
RAPE
MY
RTLE)
WM
POST
WV
ST
C
SIG
N
SA
N F
M
SIG
N
TOP ELE
V.= 748.35
SA
NM
H
TOP ELE
V.= 747.36
SA
NM
H
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
ST
OP
&
RO
AD SIG
N
15"
CMP
15"
CMP (C
RUS
HE
D)
OR
NA
ME
NT
AL (C
RAPE
MY
RTLE)
1’ O
FFSET
STEEL P
OST (B
OLL
AR
D)
1’ X 1’ M
ET
AL PL
ATE
DIE
SEL P
UMPS
0’ 40’ 80’20’
APPROACH RT STA 6+15
TN 109
68
51+00
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
COM ASPH
150 SQ YD EC BLKT LT ! (L=135, D=1)
STA. 50+50 TO STA. 52+25 ~ CONST. 135 LF SPECIAL DT &
April 19, 2013
DA
TE P
LO
TT
ED:
Andre
w.Ste
wart
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
AN
DR
EW.S
TE
WA
RT\
D015
3901\
R0410
0P
R.
DG
NFIL
E
NA
ME:
April 19, 2013
DA
TE P
LO
TT
ED:
Andre
w.Ste
wart
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=20’
C:\
PW
WO
RK\
AN
DR
EW.S
TE
WA
RT\
D015
3901\
R0410
0P
R.
DG
NFIL
E
NA
ME:
N26°17’2
6"E
6+00
Runout N/A
Runoff N/A
e N/A
emax 0.08
E 2.12
R 360.00
L 77.93
T 39.12
C 77.78
Delta 12°24’12"
PI STA 50+90.73
S48°42
’34"E
51+
00
PC 50
+51.
61
PT 51+
29.54
PI 50
+90.73
JUDY C. PHILLIPS
JAMES H. PHILLIPS
EXIST R/W
P.L.
TN 109
PORTLAND
LT/RT STATION WIDTH TYPE
PIPE
AREA (SQ YDS)
SURFACE
LENGTH SIZE
LT
TN 109
ENTRANCE CONSTRUCTION FOR ROAD APPROACHES
11
P
TIDE, INC.
HIGH
10
P
APPR. RT. STA. 50+00
MAINLINE STA. 6+15 ~
PR
OP
R/
W
FOR ENTR
TEMP ESMT
TYPE 1
RAMP
TYPE 1
RAMP
45
52+00
RO
BE
RTS
ON
CO
UN
TY
SU
MN
ER
CO
UN
TY
PROP R/W
15
11’
11’
12’
12’
12’
12’
12’
12’
12’
7’
7’
50’ R
50’ R
EXIS
T
R/
W
EXIST R/W
75°00’00"
25’ R
SIMPSON
S36°18’21"E
52
+00
53
+00
54
+00
P.L.
45
52+00
361
876
642
629
574
538
1003
1505
1058
688
1293
549237
792
312
1237
556
341
568 484
540
1124
US 31 W
TN 10
9
2351
2021 DHVs - AM
2021 DHVs - PM
501
55
49
84
104
199 150
60
6+80
30 MPH DESIGN SPEED
RIGHT TURN LANE, LT. !
APPR. STA. 50+32.09 TO STA. 51+12 ~ CONST.
EDGE OF PAVEMENT TAPER @ 8:1, LT. !
APPR. STA. 51+12 TO STA. 52+00 ~ CONST. 88’
10’ CONST ESMT
N26°17’2
6"E 1156.21
60
5+55.16N36°18’21"W 117.38
60
6+56.53
N36°18’21"W 164.04
N36°54’23"W 69.30
N24°45’38"W 107.72
N26°17’2
6"E 904.77
N26°17’2
6"E 14
9.29
125.82
23.47
A N76°45’18"E 19.45
EXIST R/WPROP R/W
3-8.1 R41
740
742
744
746
748
750
752
754
756756
740
742
744
746
748
750
752
754
756756
50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00
TELEPHONE
FIBER OPTIC
4" STEEL G.L.
�" PVC W.L.
4" PVC W.L.
1.37%
VOLUME FILL: 171
VOLUME CUT: 646
SHEET TOTALS:
-0.6%
SPECIAL DT. LT !
VPI 50
+32.09
Ele
v 749.30
PV
C 51+
50.00
Ele
v 747.92
VPI 51+
75.00
Ele
v 747.63
PV
T 52
+00.00
Ele
v 747.48
-1.17%
-0.60%
L 50.00 FT
748.6
748.3
748.1
747.9
747.9
747.8
747.8
747.7
747.7
747.6
747.5
747.4
747.1
747.0
746.9
747.0
749.21
748.97
748.74
748.51
748.27
748.04
747.81
747.62
747.48
SD 396 FT
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH70
6+74.95
51+88 46 63 170
25’ R
C.P. 500
INVERT
ELE
V.= 745.30 (5
441)
GVEIN
VERT
ELE
V.= 747.46 (5
432)
INVERT
ELE
V.= 744.78 (5
442)
OR
NA
ME
NT
AL (C
RAPE
MY
RTLE)
WM
POST
WV
ST
C
SIG
N
SA
N F
M
SIG
N
TOP ELE
V.= 748.35
SA
NM
H
TOP ELE
V.= 747.36
SA
NM
H
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
CP500 8"
NAIL SET (2-28-12)
ST
OP
&
RO
AD SIG
N
15"
CMP
15"
CMP (C
RUS
HE
D)
OR
NA
ME
NT
AL (C
RAPE
MY
RTLE)
1’ O
FFSET
STEEL P
OST (B
OLL
AR
D)
1’ X 1’ M
ET
AL PL
ATE
DIE
SEL P
UMPS
0’ 40’ 80’20’
APPROACH RT STA 6+15
TN 109
68
51+00
(SQ YDS)
ENT. COND. NO. 3
CEM. CONC.
COM ASPH
150 SQ YD EC BLKT LT ! (L=135, D=1)
STA. 50+50 TO STA. 52+25 ~ CONST. 135 LF SPECIAL DT &
April 19, 2013
DA
TE P
LO
TT
ED:
Andre
w.Ste
wart
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
AN
DR
EW.S
TE
WA
RT\
D015
3901\
R0410
0P
R.
DG
NFIL
E
NA
ME:
April 19, 2013
DA
TE P
LO
TT
ED:
Andre
w.Ste
wart
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=20’
C:\
PW
WO
RK\
AN
DR
EW.S
TE
WA
RT\
D015
3901\
R0410
0P
R.
DG
NFIL
E
NA
ME:
8
10
11
HIGH TIDE, INC.
71.74
0.16
1.10 2882
659
1.03
0.16
1.03
1
1
1
X
X
X
TN DB 354 PG 780
TN DB 679 PG 545
THE CONTROL OF ACCESS ON THIS
PROJECT SHALL BE BY PERMIT
STA. 145+10.28 ~ STA. 288+18
STA. 496+50 ~ STA. 118+58.15THIS PROJECT IS A PARTIALLY
ACCESS SHALL BE PROVIDED ONLY
WHERE SPECIFICALLY INDICATED
ON PLANS.
CONTROLLED ACCESS HIGHWAY.
STA. 118+58.15 ~ STA. 145+10.28
RIGHT OF WAY SUMMARY
YES
SEWER
SYSTEM
TYPEACRESSQ. FT.
EASEMENTSTOTAL AREA OF TRACT PERMANENT R/W ACQUIRED
ACRES ACRESSQ. FT. SQ. FT.
PORTION REMAINING
SQ. FT.
EXCESS PURCHASED
ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.
LEFT RIGHT
AREA SEVERED
NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE
1. PRIVATE - INDIVIDUAL
3. PUBLIC
4. NONE
5. NOT APPLICABLE
C - COMMERICAL
R - RESIDENTIAL
F - FARM
S - STORAGE
2. PRIVATE - MULTI PARTY
SQ. FT.
SOURCE OF TITLE
C R F SNO
BY PROJECT
AFFECTED
SEWER SYSTEM
NUMBER
BUILDINGS ACQUIRED
OWNER(S)NO.
PARCEL
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
Ale
x1.
Smit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.
REMARKS*
*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)
D:\
CA
DD
ST
D
WO
RKS
PA
CE\
V8I_
WO
RKS
PA
CE_
V3\
KY
TC
FIL
ES\
KY
TC_
RES
OU
RC
E\
CE
LL\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
LARRY COLLINS
L & W PROPERTIES, GP
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH
4 2.58 2.52 2.52 1 X1431
71.74 71.74
SIMPSON 3-8.1 R44A
JOYCE REECER (WF.)
AVERY T. REECER232330.53
2833
1173 827 0.51 22060 1 X
0.82 35613 2499 664 0.76 33114 1 X
T13
T12
22060TN DB 513 PG 26
KY DB 129 PG 792
TN DB 302 PG 910
KY DB 165 PG 40373 33114
4508
1830
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ET AL
LOCO JOE’S INC.
TN DB 3235 PG 355
TN DB 801 PG 224
TN DB 1421 PG 800
6993 6993
PERM TEMP SLOPE
SQ. FT.
143
FOR TENNESSEERIGHT OF WAY SUMMARY SHEET
8
10
11
HIGH TIDE, INC.
71.74
0.16
1.10 2882
659
1.03
0.16
1.03
1
1
1
X
X
X
TN DB 354 PG 780
TN DB 679 PG 545
THE CONTROL OF ACCESS ON THIS
PROJECT SHALL BE BY PERMIT
STA. 145+10.28 ~ STA. 288+18
STA. 496+50 ~ STA. 118+58.15THIS PROJECT IS A PARTIALLY
ACCESS SHALL BE PROVIDED ONLY
WHERE SPECIFICALLY INDICATED
ON PLANS.
CONTROLLED ACCESS HIGHWAY.
STA. 118+58.15 ~ STA. 145+10.28
RIGHT OF WAY SUMMARY
YES
SEWER
SYSTEM
TYPEACRESSQ. FT.
EASEMENTSTOTAL AREA OF TRACT PERMANENT R/W ACQUIRED
ACRES ACRESSQ. FT. SQ. FT.
PORTION REMAINING
SQ. FT.
EXCESS PURCHASED
ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.
LEFT RIGHT
AREA SEVERED
NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE
1. PRIVATE - INDIVIDUAL
3. PUBLIC
4. NONE
5. NOT APPLICABLE
C - COMMERICAL
R - RESIDENTIAL
F - FARM
S - STORAGE
2. PRIVATE - MULTI PARTY
SQ. FT.
SOURCE OF TITLE
C R F SNO
BY PROJECT
AFFECTED
SEWER SYSTEM
NUMBER
BUILDINGS ACQUIRED
OWNER(S)NO.
PARCEL
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
Ale
x1.
Smit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.
REMARKS*
*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)
D:\
CA
DD
ST
D
WO
RKS
PA
CE\
V8I_
WO
RKS
PA
CE_
V3\
KY
TC
FIL
ES\
KY
TC_
RES
OU
RC
E\
CE
LL\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
LARRY COLLINS
L & W PROPERTIES, GP
RAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH
4 2.58 2.52 2.52 1 X1431
71.74 71.74
SIMPSON 3-8.1 R44A
JOYCE REECER (WF.)
AVERY T. REECER232330.53
2833
1173 827 0.51 22060 1 X
0.82 35613 2499 664 0.76 33114 1 X
T13
T12
22060TN DB 513 PG 26
KY DB 129 PG 792
TN DB 302 PG 910
KY DB 165 PG 40373 33114
4508
1830
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ET AL
LOCO JOE’S INC.
TN DB 3235 PG 355
TN DB 801 PG 224
TN DB 1421 PG 800
6993 6993
PERM TEMP SLOPE
SQ. FT.
143
FOR TENNESSEERIGHT OF WAY SUMMARY SHEET
P.L.
P.L.
P.L.
SI
MPS
ON
CO
UN
TY, K
EN
TU
CK
Y
RO
BE
RT
SO
N
CO
UN
TY, T
EN
NESS
EE
SIM
PSO
N CO
UNT
Y, K
ENT
UCKY
SU
MNER CO
UNT
Y, T
ENNESSEE
ROBERTSONSUMNER
TO NASHVILLE
EXIS
T
R/
W
EXIST R/W
EXIST R/W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W
488
+29
490
+00
495
+00
500
+00
0+00
5+00
10+00
15+00 20
+00
TN 10
9
RO
GE
RS
RO
AD
TN 259
US 31 W EXIST R/W
EXIST & PROP R/W
EXIST & PROP R/WEXIST & PROP R/W
EXIST & PROP R/W
PROP R/
W
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ET AL
BEG. PROJECT
STA. 496+50 ~
STATE LINE
STA. 9+12.36 ~
PATSY S. HAMMONDS (WF.)
JERRY L. HAMMONDS
BEVERLY B. FREEMAN (WF.)
ROBERT E. FREEMAN
JOYCE REECER (WF.)
AVERY T. REECER
JOSEPH YORGASON
SHIRLEY GLAZEBROOK (WF.)
MORRIS GLAZEBROOK
(WF.)
HOSKINS
GLADYS
HOSKINS
ESTELL
LARRY COLLINS
L & W PROPERTIES GP
WADE L. PERRY
STACEY LYNN WATKINS
SPARKMAN
NANCY
INC.
LOCO JOE’S
SIMPSON
15
P
14
P
16
P
17
P
18
P
FOR DRAINAGE
PERM ESMT
FOR DRAINAGE
PERM ESMT SLOPE & ENT
TEMP ESMT FOR
SLOPE & ENT
TEMP ESMT FOR
SLOPE & ENT
TEMP ESMT FOR
FOR DRAINAGE
PERM ESMT
FOR DRAINAGE
PERM ESMT
3-8.1
SCALE 1" = 100’
RIGHT OF WAY STRIP MAP 1 OF 4
R45
DeCARL
CONSTANCE O. JOHNS
JERRY
STINSON
WILMA LOURAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH
4
P
19
P10
P
8
P
10
PHIGH TIDE, INC.
11
P13
P
12
P
T12
P
T13
P
FOR SLOPE CONST
TEMP ESMT
TEMP ESMT FOR CONST
PINNACLE FAMILY SERVICES, INC.
May
4, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
D0632048\
R04500
RS.
DG
NFIL
E
NA
ME:
TINA PRICE (WF)
GARY WAYNE PRICE
JUDY ANN PRICE (WF)
GEORGE WAYNE PRICE
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
ale
x1.s
mit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
MS
P\
D014
4517\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
0’ 200’ 400’100’
EXIS
T
R/
W
EXIS
T
R/
W
P.L.
P.L.
P.L.
SI
MPS
ON
CO
UN
TY, K
EN
TU
CK
Y
RO
BE
RT
SO
N
CO
UN
TY, T
EN
NESS
EE
SIM
PSO
N CO
UNT
Y, K
ENT
UCKY
SU
MNER CO
UNT
Y, T
ENNESSEE
ROBERTSONSUMNER
TO NASHVILLE
EXIS
T
R/
W
EXIST R/W
EXIST R/W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W
488
+29
490
+00
495
+00
500
+00
0+00
5+00
10+00
15+00 20
+00
TN 10
9
RO
GE
RS
RO
AD
TN 259
US 31 W EXIST R/W
EXIST & PROP R/W
EXIST & PROP R/WEXIST & PROP R/W
EXIST & PROP R/W
PROP R/
W
MITCHELL STEPHEN McDONALD
DANIEL W. COATS ET AL
BEG. PROJECT
STA. 496+50 ~
STATE LINE
STA. 9+12.36 ~
PATSY S. HAMMONDS (WF.)
JERRY L. HAMMONDS
BEVERLY B. FREEMAN (WF.)
ROBERT E. FREEMAN
JOYCE REECER (WF.)
AVERY T. REECER
JOSEPH YORGASON
SHIRLEY GLAZEBROOK (WF.)
MORRIS GLAZEBROOK
(WF.)
HOSKINS
GLADYS
HOSKINS
ESTELL
LARRY COLLINS
L & W PROPERTIES GP
WADE L. PERRY
STACEY LYNN WATKINS
SPARKMAN
NANCY
INC.
LOCO JOE’S
SIMPSON
15
P
14
P
16
P
17
P
18
P
FOR DRAINAGE
PERM ESMT
FOR DRAINAGE
PERM ESMT SLOPE & ENT
TEMP ESMT FOR
SLOPE & ENT
TEMP ESMT FOR
SLOPE & ENT
TEMP ESMT FOR
FOR DRAINAGE
PERM ESMT
FOR DRAINAGE
PERM ESMT
3-8.1
SCALE 1" = 100’
RIGHT OF WAY STRIP MAP 1 OF 4
R45
DeCARL
CONSTANCE O. JOHNS
JERRY
STINSON
WILMA LOURAMIL V. PATEL (WF.)
AJAYKUMAR C. PARIKH
4
P
19
P10
P
8
P
10
PHIGH TIDE, INC.
11
P13
P
12
P
T12
P
T13
P
FOR SLOPE CONST
TEMP ESMT
TEMP ESMT FOR CONST
PINNACLE FAMILY SERVICES, INC.
May
4, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
D0632048\
R04500
RS.
DG
NFIL
E
NA
ME:
TINA PRICE (WF)
GARY WAYNE PRICE
JUDY ANN PRICE (WF)
GEORGE WAYNE PRICE
Octo
ber 11, 2010
DA
TE P
LO
TT
ED:
ale
x1.s
mit
hU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
MS
P\
D014
4517\
KY
TC_S
HE
ET.C
EL
FIL
E
NA
ME:
0’ 200’ 400’100’
EXIS
T
R/
W
EXIS
T
R/
W
REFERENCE SHEET
SIMPSON
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
26.2156 RT
40.9737 RT
59.8772 LT
50.3747 LT
235.1784 RT
65.6775 RT
137.0566 LT
195.6595 LT
23.7844 RT
20.9489 RT
41.5477 LT
OFFSET
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
EQUATION
PI
PI, PC, PT, EQUATION
401
400
399
398
397
396
395
394
393
392
391
CONTROL POINT I.D.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
670.3219
660.2508
712.3523
679.6284
641.2390
731.3966
698.5422
705.1740
740.2569
760.9306
756.8391
ELEVATION
277+12.64
272+06.01
266+96.70
199+35.97
192+89.32
186+18.98
168+49.99
162+17.64
155+63.20
149+25.85
145+80.81
142+34.92
119+83.36
108+42.70
96+45.63
96+36.17
86+86.16
77+26.13
46+21.61
44+89.80
43+57.97
32+67.42
28+48.68
24+28.44
14+16.19
11+12.17
8+05.82
0+00.00
496+50.00
208+90.62
194+18.77
254+53.78
204+83.27
225+45.59
252+06.05
266+26.06
140+23.17
97+07.85
23+79.93
11+81.13
STATION
1775879.0716
1775412.2600
1774916.8438
1768340.4877
1767688.4270
1767173.0434
1765812.9749
1765309.8240
1764674.8732
1764056.4948
1763720.9067
1763397.8323
1761294.7524
1760176.6299
1758995.8671
1758986.5309
1758039.5813
1757161.1422
1754320.4465
1754199.8227
1754078.0074
1753070.2731
1752681.9454
1752274.3351
1751292.5179
1750995.3782
1750720.7192
1749998.2555
1749684.4600
1769275.1800
1767867.4200
1773693.9300
1768861.1800
1770933.4900
1773482.0800
1774816.3400
1763130.1700
1759053.7300
1752222.1900
1751080.5000
NORTHING
1399062.3489
1399266.0130
1399384.1442
1400952.2652
1401107.7480
1401536.3945
1402667.5685
1403086.0410
1403244.5261
1403398.8748
1403482.6383
1403606.1641
1404410.2653
1404837.7733
1404640.8970
1404639.3403
1404481.4492
1404094.1665
1402841.7720
1402788.5919
1402738.2007
1402321.3330
1402160.6942
1402058.4340
1401812.1183
1401737.5726
1401601.8837
1401244.9674
1401089.9440
1400756.3400
1401154.3700
1399614.1900
1400776.3200
1400575.7400
1399793.7800
1399267.2100
1403499.0300
1404674.2100
1402066.9500
1401706.3000
EASTING
R953-8.1
STATION OFFSET NORTHING EASTINGR/W MONUMENTS
TN 109
TN 109
TN 109
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
TN 259
TN 259
TN 259
TN 259
GEDDESS ROAD
GEDDESS ROAD
GEDDESS ROAD
GEDDESS ROAD
51+00
52+00
51+15
51+00
1750759.6000
1750773.2200
1750803.8700
1750819.8400
1750859.1900
1750868.3000
1759267.6800
1759290.5500
1759350.1200
1759383.5400
1401554.2100
1404571.4300
1401398.4100
1401405.6400
1401417.4900
1401606.7300
1404727.1900
1404779.4300
1404786.6400
1404737.1700
6+80
8+20
49+15
48+00
47+60
47+60
47+70
9+25
9+60
8+55
99+25
51+00
51+00
100+40
1750581.4000
1750525.9300
17508483.9100
1750841.0000
1750793.1600
1750747.1100
1750739.3500
1750428.1100
1401599.9800
1401641.5600
1401712.3700
1401755.2400
1401729.4900
1401677.5300
1401686.6800
1401436.1400
60 RT ML !
60 LT ML !
50 RT ML !
60 RT ML !
49.36 RT ML !
49.03 RT ML !
68 LT APPR !
40 RT APPR !
30 RT APPR !
21.12 RT APPR !
18.89 LT APPR !
30 LT APPR !
50 LT APPR !
21.79 LT APPR !
28.80 RT APPR !
30.34 RT APPR !
29.66 LT APPR !
45 LT APPR !
July
16, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R05000
RF.
DG
NFIL
E
NA
ME:
July
16, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R05000
RF.
DG
NFIL
E
NA
ME:
REFERENCE SHEET
SIMPSON
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
26.2156 RT
40.9737 RT
59.8772 LT
50.3747 LT
235.1784 RT
65.6775 RT
137.0566 LT
195.6595 LT
23.7844 RT
20.9489 RT
41.5477 LT
OFFSET
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
PT
PI
PC
EQUATION
PI
PI, PC, PT, EQUATION
401
400
399
398
397
396
395
394
393
392
391
CONTROL POINT I.D.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
670.3219
660.2508
712.3523
679.6284
641.2390
731.3966
698.5422
705.1740
740.2569
760.9306
756.8391
ELEVATION
277+12.64
272+06.01
266+96.70
199+35.97
192+89.32
186+18.98
168+49.99
162+17.64
155+63.20
149+25.85
145+80.81
142+34.92
119+83.36
108+42.70
96+45.63
96+36.17
86+86.16
77+26.13
46+21.61
44+89.80
43+57.97
32+67.42
28+48.68
24+28.44
14+16.19
11+12.17
8+05.82
0+00.00
496+50.00
208+90.62
194+18.77
254+53.78
204+83.27
225+45.59
252+06.05
266+26.06
140+23.17
97+07.85
23+79.93
11+81.13
STATION
1775879.0716
1775412.2600
1774916.8438
1768340.4877
1767688.4270
1767173.0434
1765812.9749
1765309.8240
1764674.8732
1764056.4948
1763720.9067
1763397.8323
1761294.7524
1760176.6299
1758995.8671
1758986.5309
1758039.5813
1757161.1422
1754320.4465
1754199.8227
1754078.0074
1753070.2731
1752681.9454
1752274.3351
1751292.5179
1750995.3782
1750720.7192
1749998.2555
1749684.4600
1769275.1800
1767867.4200
1773693.9300
1768861.1800
1770933.4900
1773482.0800
1774816.3400
1763130.1700
1759053.7300
1752222.1900
1751080.5000
NORTHING
1399062.3489
1399266.0130
1399384.1442
1400952.2652
1401107.7480
1401536.3945
1402667.5685
1403086.0410
1403244.5261
1403398.8748
1403482.6383
1403606.1641
1404410.2653
1404837.7733
1404640.8970
1404639.3403
1404481.4492
1404094.1665
1402841.7720
1402788.5919
1402738.2007
1402321.3330
1402160.6942
1402058.4340
1401812.1183
1401737.5726
1401601.8837
1401244.9674
1401089.9440
1400756.3400
1401154.3700
1399614.1900
1400776.3200
1400575.7400
1399793.7800
1399267.2100
1403499.0300
1404674.2100
1402066.9500
1401706.3000
EASTING
R953-8.1
STATION OFFSET NORTHING EASTINGR/W MONUMENTS
TN 109
TN 109
TN 109
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
ROGERS ROAD
TN 259
TN 259
TN 259
TN 259
GEDDESS ROAD
GEDDESS ROAD
GEDDESS ROAD
GEDDESS ROAD
51+00
52+00
51+15
51+00
1750759.6000
1750773.2200
1750803.8700
1750819.8400
1750859.1900
1750868.3000
1759267.6800
1759290.5500
1759350.1200
1759383.5400
1401554.2100
1404571.4300
1401398.4100
1401405.6400
1401417.4900
1401606.7300
1404727.1900
1404779.4300
1404786.6400
1404737.1700
6+80
8+20
49+15
48+00
47+60
47+60
47+70
9+25
9+60
8+55
99+25
51+00
51+00
100+40
1750581.4000
1750525.9300
17508483.9100
1750841.0000
1750793.1600
1750747.1100
1750739.3500
1750428.1100
1401599.9800
1401641.5600
1401712.3700
1401755.2400
1401729.4900
1401677.5300
1401686.6800
1401436.1400
60 RT ML !
60 LT ML !
50 RT ML !
60 RT ML !
49.36 RT ML !
49.03 RT ML !
68 LT APPR !
40 RT APPR !
30 RT APPR !
21.12 RT APPR !
18.89 LT APPR !
30 LT APPR !
50 LT APPR !
21.79 LT APPR !
28.80 RT APPR !
30.34 RT APPR !
29.66 LT APPR !
45 LT APPR !
July
16, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R05000
RF.
DG
NFIL
E
NA
ME:
July
16, 2012
DA
TE P
LO
TT
ED:
kelly.
metcalf
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D0632048\
R05000
RF.
DG
NFIL
E
NA
ME:
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TEL.
TEL.TEL.TEL.
10" PVC W.L.
6" AC W.L.
TEL.
TEL.
TEL.
TEL.
10" PVC W.L.6" AC W.L.
TEL.
TEL.
TEL.
TEL.
10" PVC W.L.6" AC W.L.
R
R
R
R
R
R
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
SIMPSON
STA. 88+00 TO STA. 89+00
SCALE: 1" = 5’
4:1
4:1
4:1
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
88+00
735
740
745
750
730
735
740
745
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
88+50
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
89+00
730
735
740
745
750
745.5
745.2
744.8
746.65
746.35
746.05
EPEP
EPEP
EPEP
SHEET TOTALS
3-8.1 X85
Volume Cut : 33
Volume Fill: 338
Volume Cut : 33
Volume Fill: 327
FILL: 2523
Volume Cut : 31
Volume Fill: 331
Area Cut : 17.4
Area Fill: 180.7
Area Cut : 17.8
Area Fill: 183.9
Area Cut : 15.9
Area Fill: 173.3
CUT: 476
April 11, 2013
DA
TE P
LO
TT
ED:
Jo
natho
n.Ross
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
XS
EC
T.
DG
NFIL
E
NA
ME:
735
740
745
735
740
745
TELEPHONE
FIBER OPTIC
9.0%
9.0%
STA. 88+50 ~ CONST 16’ ASPH ENT, LT !
-75-80-85-90-95-100-105-110
*Ent. Volume Fill: 55
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TEL.
TEL.TEL.TEL.
10" PVC W.L.
6" AC W.L.
TEL.
TEL.
TEL.
TEL.
10" PVC W.L.6" AC W.L.
TEL.
TEL.
TEL.
TEL.
10" PVC W.L.6" AC W.L.
R
R
R
R
R
R
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%
4:1
SIMPSON
STA. 88+00 TO STA. 89+00
SCALE: 1" = 5’
4:1
4:1
4:1
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
88+00
735
740
745
750
730
735
740
745
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
88+50
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
89+00
730
735
740
745
750
745.5
745.2
744.8
746.65
746.35
746.05
EPEP
EPEP
EPEP
SHEET TOTALS
3-8.1 X85
Volume Cut : 33
Volume Fill: 338
Volume Cut : 33
Volume Fill: 327
FILL: 2523
Volume Cut : 31
Volume Fill: 331
Area Cut : 17.4
Area Fill: 180.7
Area Cut : 17.8
Area Fill: 183.9
Area Cut : 15.9
Area Fill: 173.3
CUT: 476
April 11, 2013
DA
TE P
LO
TT
ED:
Jo
natho
n.Ross
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
XS
EC
T.
DG
NFIL
E
NA
ME:
735
740
745
735
740
745
TELEPHONE
FIBER OPTIC
9.0%
9.0%
STA. 88+50 ~ CONST 16’ ASPH ENT, LT !
-75-80-85-90-95-100-105-110
*Ent. Volume Fill: 55
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TEL.
TEL.TEL.
TEL.
10" PVC W.L.6" AC W.L.
TEL.
TEL.TEL.
TEL.10" PVC W.L.
6" AC W.L.
TEL.
TEL.TEL.
TEL.
10" PVC W.L.6" AC W.L.
R
R
R
R
R
R
9%
0.2%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%4:1
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%4:1
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 1.7% 1.7% 1.7% 1.7%
4.0% 2.0% 4.0%4:1
SIMPSON
STA. 93+30 TO STA. 94+00
SCALE: 1" = 5’
STA. 93+97 ~ CONST 16’ TBB ENT, RT !
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
93+30
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
93+50
730
735
740
745
750
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
735
740
745
750
742.4
742.2
741.
9
743.51
743.39
743.09
EPEP
EPEP
EPEP
735
740
745
-85 -80 -75
735
740
745
SHEET TOTALS
CUT: 470
94+00
3-8.1 X90
Volume Fill: 126
Volume Cut : 56
Volume Fill: 61
Volume Cut : 68
FILL: 3251
Area Cut : 36.2
Area Fill: 43.6
Area Cut : 36.8
Area Fill: 21.9
*Ent. Volume Fill: 15
April 11, 2013
DA
TE P
LO
TT
ED:
Jo
natho
n.Ross
US
ER:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=
C:\
PW
WO
RK\
DA
VID.
HA
YD
ON\
D015
3901\
XS
EC
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STA. 93+30 ~ CONST 16’ TBB ENT, LT !
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TELEPHONE
FIBER OPTIC
TEL.
TEL.TEL.
TEL.
10" PVC W.L.6" AC W.L.
TEL.
TEL.TEL.
TEL.10" PVC W.L.
6" AC W.L.
TEL.
TEL.TEL.
TEL.
10" PVC W.L.6" AC W.L.
R
R
R
R
R
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9%
0.2%
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%4:1
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
4.0% 2.0% 4.0%4:1
4:1
4.0% 2.0% 4.0%2.0% 2.0% 2.0% 2.0% 1.7% 1.7% 1.7% 1.7%
4.0% 2.0% 4.0%4:1
SIMPSON
STA. 93+30 TO STA. 94+00
SCALE: 1" = 5’
STA. 93+97 ~ CONST 16’ TBB ENT, RT !
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
93+30
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
93+50
730
735
740
745
750
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
735
740
745
750
742.4
742.2
741.
9
743.51
743.39
743.09
EPEP
EPEP
EPEP
735
740
745
-85 -80 -75
735
740
745
SHEET TOTALS
CUT: 470
94+00
3-8.1 X90
Volume Fill: 126
Volume Cut : 56
Volume Fill: 61
Volume Cut : 68
FILL: 3251
Area Cut : 36.2
Area Fill: 43.6
Area Cut : 36.8
Area Fill: 21.9
*Ent. Volume Fill: 15
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STA. 93+30 ~ CONST 16’ TBB ENT, LT !
APPR.TOTALS
CUT: 766
FILL: 332
MAINLINE TOTALS PROJECT TOTALS
EMB BENCH: 1389
720
725
730
735
740
745
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
105+50
720
725
730
735
740
745
720
725
730
735
740
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
106+00
720
725
730
735
740
STA. 105+50 TO STA. 106+00
TELEPHONE
FIBER OPTIC
R
R
TEL.
TEL.
12" PVC W.L.
8" AC W.L.
TELEPHONE
FIBER OPTIC
TEL.
TEL.
12" PVC W.L.
8" AC W.L.
735.91
4.0% 2.0% 4.0%2.3% 2.3% 2.3% 2.3% 2.3% 2.3% 2.3% 2.3%
4.0% 2.0% 4.0%4:1
SIMPSON
SCALE: 1" = 5’
SHEET TOTALS
2:1
4:1
725
730
735
740
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
105+60
725
730
735
740
735.8
8" AC W.L.
TEL. 12" PVC W.L.
TELEPHONE
FIBER OPTIC
TEL.
735.9
EPEP
735.3
3-8.1 X103
Volume Fill: 192
Volume Cut : 86
Volume Cut : 41
FILL: 1196
Area Cut : 43.8
Area Fill: 108.5
Volume Fill: 100
CUT: 1142
EMB BENCH: 1389
FILL: 28615
CUT: 14458 CUT: 15224
FILL: 28947
STA. 105+60 ~ END GRANULAR EMB, RT !STA. 105+60 ~ END GRANULAR EMB, LT !
STA. 105+60 ~ END PROJECT
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APPR.TOTALS
CUT: 766
FILL: 332
MAINLINE TOTALS PROJECT TOTALS
EMB BENCH: 1389
720
725
730
735
740
745
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
105+50
720
725
730
735
740
745
720
725
730
735
740
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
106+00
720
725
730
735
740
STA. 105+50 TO STA. 106+00
TELEPHONE
FIBER OPTIC
R
R
TEL.
TEL.
12" PVC W.L.
8" AC W.L.
TELEPHONE
FIBER OPTIC
TEL.
TEL.
12" PVC W.L.
8" AC W.L.
735.91
4.0% 2.0% 4.0%2.3% 2.3% 2.3% 2.3% 2.3% 2.3% 2.3% 2.3%
4.0% 2.0% 4.0%4:1
SIMPSON
SCALE: 1" = 5’
SHEET TOTALS
2:1
4:1
725
730
735
740
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
105+60
725
730
735
740
735.8
8" AC W.L.
TEL. 12" PVC W.L.
TELEPHONE
FIBER OPTIC
TEL.
735.9
EPEP
735.3
3-8.1 X103
Volume Fill: 192
Volume Cut : 86
Volume Cut : 41
FILL: 1196
Area Cut : 43.8
Area Fill: 108.5
Volume Fill: 100
CUT: 1142
EMB BENCH: 1389
FILL: 28615
CUT: 14458 CUT: 15224
FILL: 28947
STA. 105+60 ~ END GRANULAR EMB, RT !STA. 105+60 ~ END GRANULAR EMB, LT !
STA. 105+60 ~ END PROJECT
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TABLE OF CONTENTS
PART I SCOPE OF WORK• PROJECT(S), COMPLETION DATE(S), & LIQUIDATED DAMAGES• CONTRACT NOTES• FEDERAL CONTRACT NOTES• ASPHALT MIXTURE• DGA BASE• DGA BASE FOR SHOULDERS• INCIDENTAL SURFACING• JPC RIDE QUALITY• FUEL AND ASPHALT PAY ADJUSTMENT• ASPHALT PAVEMENT RIDE QUALITY CAT A• COMPACTION OPTION A• SPECIAL NOTE(S) APPLICABLE TO PROJECT• RIGHT OF WAY NOTES• UTILITY CLEARANCE• KPDES STORM WATER PERMIT, BMP AND NOI• COMMUNICATING ALL PROMISES
PART II SPECIFICATIONS AND STANDARD DRAWINGS• SPECIFICATIONS REFERENCE• SUPPLEMENTAL SPECIFICATION• TURF REINFORCEMENT MAT
PART III EMPLOYMENT, WAGE AND RECORD REQUIREMENTS• FEDERAL-AID CONSTRUCTION CONTRACTS - FHWA 1273• NONDISCRIMINATION OF EMPLOYEES• EXECUTIVE BRANCH CODE OF ETHICS• WAGE RATE LOCALITY 5/ OTHER STATES (SUMNER CO., TN)• NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EEO
SIMPSON
PART IV INSURANCE
PART V BID ITEMS
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 2 of 77
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(a) of 77
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(b) of 77
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(c) of 77
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(d) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 1 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
GENERAL PROJECT NOTE ON UTILITY PROTECTION
Utility Company Status
Warren Rural Electric Cooperative Corporation – Relocation not Complete prior to Letting. AT&T ‐ KY – Relocation not Complete prior to Letting. Level 3 Communications – Relocation not Complete prior to Letting. Comcast Cable – Relocation not Complete prior to Letting. Simpson County Water System, Inc. – Relocation not Complete prior to Letting. Cumberland Electric Membership Corp. – Relocation not Complete prior to Letting. AT&T ‐ TN – Relocation not Complete prior to Letting. Midwestern Gas Transmission Company – Relocation not Complete prior to Letting. Whitehouse Utility District – Relocation not Complete prior to Letting. Portland Utilities ‐ Gas, Sewer & Water – Relocation not Complete prior to Letting.
*The Contractor is fully responsible for protection of all utilities*
NOTE: DO NOT DISTURB THE FOLLOWING UTILITIES LOCATED WITHIN THE PROJECT DISTURB LIMITS
List all applicable utilities whose facilities are present and are not to be disturbed during construction activities. List Utility Type, Utility Size, and Utility Location for each. Simpson County Water System, Inc. The Water Company has existing water facilities to remain in place at the following locations:
Mainline: 10” PVC Pipe Left of and between Stations 10+82 to 18+82. Mainline Crossings: 12” PVC Pipe at Station 105+45.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(e) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 2 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
NOTE: DO NOT DISTURB THE FOLLOWING UTILITIES LOCATED WITHIN THE PROJECT DISTURB LIMITS
AT&T – KY The Telephone Company has existing facilities to remain in place at the following locations: Mainline: Buried Cable Right of and between Stations 12+15 to 18+60, Buried Cable Right of and between Stations 20+55 to 27+00, Buried Cable Right of and between Stations 27+00 to 99+20, an Additional Buried Cable Right of and between Stations 36+60 to 46+50, an Additional Buried Cable Right of and between Stations 51+35 to 59+15, an Additional Buried Cable Right of and between Stations 62+10 to 99+20, Buried Cable Right of and between Stations 100+30 to 105+60, Buried Cable Left of and between Stations 15+60 to 18+70, Buried Cable Left of and between Stations 20+70 to 27+00, Buried Cable Left of and between Stations 50+00 to 57+00, and Buried Cable Left of and between Stations 84+00 to 105+60. Mainline Crossings: Buried Cable at Station 27+00. Warren Rural Electric Cooperative Corporation The Electric Company has existing electric facilities (poles with Appurtenances and conductors)
to remain in place at the following locations: Mainline: Pole 49’ Left of Station 24+35, Pole 67’ Right of Station 24+80, Pole 52’ Left of Station 27+95, Pole 52’ Right of Station 32+35, Underground Conductors 63’ Left of and between Stations 34+00 to 42+10 (Note: Use Caution constructing Headwall at Left Station 41+16, Underground Conductor will remain in place under Proposed Headwall with a 4’ Wide x 4’ Long x 6” Thick Concrete Cap over the Conductor for protection), Pole 55’ Left of Station 55+90, Pole 64’ Left of Station 59+41, Pole 126’ Right of Station 59+41, and a Pole 47’ Left of Station 94+03. Midwestern Gas Transmission Company The Gas Company has existing facilities to remain in place at the following locations: Mainline Crossings: 30” Steel Pipes at Stations 496+45, and 496+75. Note: Use CAUTION in this area. Cumberland Electric Membership Cooperative The Electric Company has existing facilities (poles with Appurtenances and conductors) to remain in place at the following locations: Mainline: Pole 54’ Right of Station 497+60, Pole 53’ Right of Station 1+65, Pole 60‘ Left of Station 2+15, Pole 53’ Right of Station 3+15, Pole 53’ Right of Station 4+42, Pole 62’ Left of Station 6+20, Pole 54’ Right of Station 6+60, Pole 54’ Left of Station 7+15, Pole 62’ Left of Station 8+27, and Pole 59’ Right of Station 8+82. Mainline Crossings: Aerial Crossings at Stations 1+17, 8+55, and 8+65.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(f) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 3 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
THE FOLLOWING COMPANIES ARE RELOCATING/ADJUSTING THEIR UTILITIES WITHIN THE PROJECT LIMITS AND WILL BE COMPLETE PRIOR TO CONSTRUCTION
List all applicable utilities whose facilities are being relocated at the time this note is written.
List the Utility Type, Utility Size and Utility Location for each. If the utility’s relocation work has
not been completed at the writing of this note a completion date should be provided. If the
work will not be completed by the letting date or it is uncertain whether the relocation work
will be completed list the utility in the next block.
Warren Rural Electric Cooperative Corporation The Electric Company expects to complete its relocation by March 22, 2013. The Electric Company generally has relocated electric facilities (poles with Appurtenances
and conductors) to following locations: Mainline: Pole 58’ Left of Station 17+10, Pole and Overhead Guy 55’ Right of Station 32+75, and a Pole 68’ Left of Station 49+52. Mainline Crossing: Overhead Guy 59+47.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(g) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 4 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
THE FOLLOWING COMPANIES HAVE FACILITIES TO BE RELOCATED/ADJUSTED BY THE COMPANY OR THE COMPANY’S SUBCONTRACTOR AND IS TO BE COORDINATED WITH THE
ROAD CONTRACT
List all applicable utilities whose facilities relocation either will not be completed prior to the
letting date of the road construction or that will begin and be completed by the utility after the
road contract letting date. During construction these areas are not to be disturbed by or
conflict with road construction activities. List Owner, Utility Type, and Utility Size, both current
and proposed utility location and a firm completion date for each. A completion date MUST be
provided for any such utility work.
Simpson County Water System, Inc. The Water Company is expected to complete its relocation by July 15, 2013. The Water Company has existing water facilities at the following locations: Mainline: 10”
PVC Pipe Left of and between Stations 8+40 to 100+75, 12” PVC Pipe Left of and between Stations 100+75 to 105+45, 6” ACP Pipe Left of and between Stations 9+45 to 10+82, 6” ACP Pipe Left of and between Stations 18+82 to 100+75, 8” ACP Pipe Left of and between Stations 100+75 to 105+45. Mainline Crossings: 6” ACP Pipe at Stations 10+53, 33+90, 4” PVC Pipe at Station 99+66, Service Size Pipe at Stations 17+30, 21+46, 25+75, 32+85, 47+66, 59+33, 92+88, 93+11, and 93+44. Approach: 3” PVC Left of Groves Lane. The Water Company’s proposed water facilities generally are at the following locations: Mainline: 16” Ductile Iron pipe Left of and between Stations 9+30 to 24+58, 12” PVC Pipe Left of and between Stations 24+58 to 105+45, 8” PVC Pipe Left of and between Stations 9+70 to 10+82, 8” PVC Pipe Left of and between Station 18+82 and 24+20, 12” PVC Right of and between Stations 24+58 to 105+45. Mainline Crossings: 8” Ductile Iron Pipe at Station 9+70, 12” Ductile Iron Pipe at Stations 24+58, and 50+31, Service Size Pipe at Stations 10+40, 17+35, and 21+52. Approach: 16” Ductile Iron Pipe Left and Right of Groves Lane. Level 3 Communications The Communications Company is expected to complete its relocation by July 15, 2013. The Communications company has existing and proposed communication facilities at the following locations: Mainline: Buried Cable Left of and between Stations 496+50 to 9+10, Hand hole 60’ Left of Station 9+10, Buried Cable Right of and between Stations 496+50 to 105+60, Hand hole 37’ Right of Station 16+03, Hand hole 37’ Right of Station 26+72, Hand hole 37’ Right of Station 51+63, and a Hand hole 40’ Right of Station 64+76. Approaches: Rogers Road: Buried Cable Left of and between Stations 47+60 to 49+50.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(h) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 5 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
THE FOLLOWING COMPANIES HAVE FACILITIES TO BE RELOCATED/ADJUSTED BY THE COMPANY OR THE COMPANY’S SUBCONTRACTOR AND IS TO BE COORDINATED WITH THE
ROAD CONTRACT
AT&T – KY The Telephone Company is expected to complete its relocation by July 15, 2013. The Telephone Company has existing and proposed facilities (poles with appurtenances and cables) at the following locations: Mainline: Buried Cable Right of and between Stations 18+60 to 20+55, Buried Cable Right of and between Stations 40+85 to 41+40, Buried Cable Right of and between Stations 46+50 to 51+30, Buried Cable Right of and between Stations 59+15 to 62+10, Buried Cable Right of and between Stations 72+00 to 72+70, Buried Cable Right of and between Stations 87+70 to 88+00, Buried Cable Right of and between Stations 91+60 to 92+10, Buried Cable Right of and between Stations 99+10 to 100+30, Buried Cable Left of and between Stations 12+35 to 15+15, Buried Cable Left of and between Stations 16+15 to 16+60, Buried Cable Left of and between Stations 18+70 to 20+75, Buried Cable Left of and between Stations 49+40 to 50+00, and a Buried Cable Left of and between Stations 91+10 to 92+00. Mainline Crossings: Buried and Aerial Cables at Stations 36+70, 57+05, 72+00, 98+70, and 100+30. AT&T – TN The Telephone Company is expected to complete its relocation by June 15, 2013. The Telephone Company has existing and proposed facilities (poles with appurtenances and cables) at the following locations: Mainline: Buried and Aerial Cables Right and Left of and between Stations 496+50 to 10+00. Comcast Cable The Cable Company is expected to complete its relocation by July 15, 2013. The Cable Company has existing and proposed facilities (poles with appurtenances and cables) at the following locations: Mainline: Buried Cable Right of and between Stations 8+50 to 11+00, Buried Cable Right of and between Stations 27+95 to 48+10, Aerial Cable Right of and between Stations 58+00 to 61+00. Mainline Crossings: Aerial Cable at Stations 8+67, and 59+47.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 17(i) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 6 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
THE FOLLOWING COMPANIES HAVE FACILITIES TO BE RELOCATED/ADJUSTED BY THE COMPANY OR THE COMPANY’S SUBCONTRACTOR AND IS TO BE COORDINATED WITH THE
ROAD CONTRACT
Cumberland Electric Membership Cooperative The Electric Company has existing facilities that conflict with the roadway construction that will not be relocated; roadway construction near these existing facilities must be coordinated with the Electric Company in the following areas: Mainline: Pole 69’ Left of Station 8+50 – The Electric Company will relocate the Pole Anchors only, Pole 55’ Right of Station 8+62 – The Electric Company shall remove the Pole Anchors and hold the Pole during Storm Sewer installation. Whitehouse Utility District The Water Company is expected to complete its relocation before July 15, 2013. The Water Company has existing water facilities at the following locations: Mainline: 12” Water Main and Appurtenances 45’ Left of and between Stations 496+50 to 9+30. The Water Company generally has proposed water facilities at the following locations: Mainline: 16” DIP and Appurtenances 90’ Left of and between Stations 496+50 to 9+30. Portland Utilities – Gas, Sewer, & Water The City is expected to complete its relocation before June 15, 2013. The City has existing water facilities at the following locations: Mainline: 6” PVC Water Main and Appurtenances Right of and between Stations 496+50 to 499+50 to remain in place, and 6” PVC Water and Appurtenances Right of and between Stations 499+50 to 9+15 to be relocated. The City has proposed water facilities at the following locations: Mainline: 6” PVC Water Main and Appurtenances Right of and between Stations 499+50 to 1+40. Approaches: 6” PVC Water Main and Appurtenances Left of and between TN 259 Stations 50+70 to 52+00, 6” Water Main Appurtenances Left of TN 209 Station 52+10. Approach Crossings: 6” Water Main and Casing at TN 259 Station 52+00. The City has existing gas facilities at the following locations: Mainline: 4” Steel Pipe and Appurtenances Right of and between Stations 496+50 to 1+40 to remain in place, and 4” Steel Pipe and Appurtenances Right of and between Stations 1+40 to 8+70 to be relocated. The City has proposed gas facilities located off the project except for tie ins to existing facilities.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(j) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 7 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
(NOTE:) The Department will consider submission of a bid as the Contractor’s agreement to not
make any claims for additional compensation due to delays or other conditions created by the
operations of the Utility Companies. Working days will not be charged for those days on which
work on Utility Companies facilities is delayed, as provided in the current edition of the KY
Standard Specifications for Road and Bridge Construction. Should a difference of opinion arise
as to the rights of the Contractor and others working within the limits of, or adjacent to the
project, the KYTC Resident Engineer will decide as to the respective rights of the various parties
involved in order to assure the completion of the Department’s work in general harmony and in
a satisfactory manner, and his decision shall be final and binding upon the Contractor.
THE FOLLOWING COMPANIES HAVE FACILITIES TO BE RELOCATED/ADJUSTED BY THE ROAD CONTRACTOR AS INCLUDED IN THIS CONTRACT
List all applicable utilities whose facilities are to be relocated by the Cabinet’s contractor as part
of the road construction project. List Utility Type, Utility Size, and both current and proposed
Utility Location for each.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(k) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 8 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
SPECIAL CAUTION NOTE – PROTECTION OF UTILITIES The contractor will be responsible for contacting all utility facility owners on the subject project to coordinate his activities. The contractor will coordinate his activities to minimize and, where possible, avoid conflicts with utility facilities. Where conflicts with utility facilities are unavoidable, the contractor will coordinate any necessary relocation work with the facility owner and Resident Engineer. The Kentucky Transportation Cabinet maintains the right to remove or alter portions of this contract if a utility conflict occurs. The utility facilities as noted in the previous section(s) have been determined using data garnered by varied means and with varying degrees of accuracy: from the facility owners, a result of S.U.E., field inspections, and/or reviews of record drawings. The facilities defined may not be inclusive of all utilities in the project scope and are not Level A quality, unless specified as such. It is the contractor’s responsibility to verify all utilities and their respective locations before excavating.
BEFORE YOU DIG
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area. Please Note: The information presented in this Utility Note is informational in nature and the information contained herein is not guaranteed.
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(l) of 77
SPECIAL NOTES FOR UTILITY CLEARANCE
IMPACT ON CONSTRUCTION
Page 9 of 9
SIMPSON COUNTYFD52 107 031W 000‐006
US‐31W, FRANKLIN – NASHVILLE ROAD 6 YRP Item No. 3‐8.10
AREA UTILITIES CONTACT LIST
Utility Company/Agency Contact Name Contact Number
Warren Rural Electric Coop. Corp. Jonathan Lindsey 270‐791‐1687
AT&T ‐ KY Buzz Colburn 270‐782‐4811
Level 3 Communications Jeffrey Cannon 615‐419‐6617
Comcast Cable Mickey Babcock 615‐405‐5615
Simpson County Water System, Inc. Bryan Tillery 270‐842‐0052
Cumberland Electric Membership Corp. Charlie Simpkins 615‐513‐4447
AT&T – TN David Huffaker 615‐214‐4871
Midwestern Gas Trans. Company Jerry Williamson 615‐325‐2001
Whitehouse Utility District Danny Miller 615‐613‐8710
Portland Utilities – Gas, Sewer & Water Thomas McCormick 615‐323‐1437
SIMPSON COUNTYSTP 5386 (003)
Added: 5-16-13Contract ID: 131029
Page 16(m) of 77
General Decision Number: KY130102 05/03/2013 KY102
Superseded General Decision Number: KY20120127
State: Kentucky
Construction Type: Highway
Counties: Allen, Ballard, Butler, Caldwell, Calloway, Carlisle, Christian, Crittenden, Daviess, Edmonson, Fulton, Graves, Hancock, Henderson, Hickman, Hopkins, Livingston, Logan, Lyon, Marshall, McCracken, McLean, Muhlenberg, Ohio, Simpson, Todd, Trigg, Union, Warren and Webster Counties in Kentucky.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges).
Modification Number Publication Date0 01/04/20131 02/01/20132 04/05/20133 04/26/20134 05/03/2013
BRIN0004-002 06/01/2011
BALLARD, BUTLER, CALDWELL, CARLISLE, CRITTENDEN, DAVIESS,EDMONSON, FULTON, GRAVES, HANCOCK, HENDERSON, HICKMAN,HOPKINS, LIVINGSTON, LYON, MARSHALL, MCCRACKEN, MCLEAN,MUHLENBERG, OHIO, UNION, and WEBSTER COUNTIES
Rates Fringes
BRICKLAYER Ballard, Caldwell, Carlisle, Crittenden, Fulton, Graves, Hickman, Livingston, Lyon, Marshall, and McCracken Counties....................$ 24.11 10.30Butler, Edmonson, Hopkins, Muhlenberg, and Ohio Counties....................$ 24.61 10.22Daviess, Hancock, Henderson, McLean, Union, and Webster Counties........$ 28.47 12.78
----------------------------------------------------------------BRTN0004-005 05/01/2009
ALLEN, CALLOWAY, CHRISTIAN, LOGAN, SIMPSON, TODD, TRIGG, andWARREN COUNTIES
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 56 of 77
Rates Fringes
BRICKLAYER.......................$ 24.52 1.83----------------------------------------------------------------CARP0357-002 04/01/2013
Rates Fringes
CARPENTER........................$ 26.90 14.42Diver............................$ 40.73 14.42PILEDRIVERMAN....................$ 27.15 14.42----------------------------------------------------------------ELEC0369-006 05/30/2012
BUTLER, EDMONSON, LOGAN, TODD & WARREN COUNTIES:
Rates Fringes
ELECTRICIAN......................$ 29.32 13.78----------------------------------------------------------------ELEC0429-001 02/01/2010
ALLEN & SIMPSON COUNTIES:
Rates Fringes
ELECTRICIAN......................$ 21.85 10.35----------------------------------------------------------------ELEC0816-002 06/01/2012
BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON (Except a 5 mile radius of City Hall in Fulton), GRAVES,HICKMAN, LIVINGSTON, LYON, MARSHALL, MCCRACKEN & TRIGG COUNTIES:
Rates Fringes
ELECTRICIAN......................$ 29.95 25.5%+5.35
Cable spicers receive $.25 per hour additional.----------------------------------------------------------------ELEC1701-003 06/01/2012
DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, MUHLENBERG, OHIO,UNION & WEBSTER COUNTIES:
Rates Fringes
ELECTRICIAN......................$ 29.52 13.66
Cable spicers receive $.25 per hour additional.----------------------------------------------------------------ELEC1925-002 06/01/2012
FULTON COUNTY (Up to a 5 mile radius of City Hall in Fulton):
Rates Fringes
CABLE SPLICER....................$ 25.00 10.27
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
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ELECTRICIAN......................$ 25.00 10.43----------------------------------------------------------------ENGI0181-017 07/01/2012
Rates Fringes
Operating Engineer: GROUP 1.....................$ 27.35 13.40GROUP 2.....................$ 24.87 13.40GROUP 3.....................$ 25.26 13.40GROUP 4.....................$ 24.60 13.40
OPERATING ENGINEER CLASSIFICATIONS
GROUP 1 - A-Frame Winch Truck; Auto Patrol; Backfiller;Batcher Plant; Bituminous Paver; Bituminous TransferMachine; Boom Cat; Bulldozer; Mechanic; Cableway; Carry-AllScoop; Carry Deck Crane; Central Compressor Plant; CherryPicker; Clamshell; Concrete Mixer (21 cu. ft. or Over);Concrete Paver; Truck-Mounted Concrete Pump; Core Drill;Crane; Crusher Plant; Derrick; Derrick Boat; Ditching &Trenching Machine; Dragline; Dredge Operator; DredgeEngineer; Elevating Grader & Loaders; Grade-All; Gurries;Heavy Equipment Robotics Operator/Mechanic; High Lift;Hoe-Type Machine; Hoist (Two or More Drums); HoistingEngine (Two or More Drums); Horizontal Directional DrillOperator; Hydrocrane; Hyster; KeCal Loader; LeTourneau;Locomotive; Mechanic; Mechanically Operated Laser Screed;Mechanic Welder; Mucking Machine; Motor Scraper; OrangepeelBucket; Overhead Crane; Piledriver; Power Blade; Pumpcrete;Push Dozer; Rock Spreader, attached to equipment; RotaryDrill; Roller (Bituminous); Rough Terrain Crane; Scarifier;Scoopmobile; Shovel; Side Boom; Subgrader; Tailboom;Telescoping Type Forklift; Tow or Push Boat; Tower Crane(French, German & other types); Tractor Shovel; TruckCrane; Tunnel Mining Machines, including Moles, Shields orsimilar types of Tunnel Mining Equipment
GROUP 2 - Air Compressor (Over 900 cu. ft. per min.);Bituminous Mixer; Boom Type Tamping Machine; Bull Float;Concrete Mixer (Under 21 cu. ft.); Dredge Engineer;Electric Vibrator; Compactor/Self-Propelled Compactor;Elevator (One Drum or Buck Hoist); Elevator (When used toHoist Building Material); Finish Machine; Firemen & Hoist(One Drum); Flexplane; Forklift (Regardless of LiftHeight); Form Grader; Joint Sealing Machine; Outboard MotorBoat; Power Sweeper (Riding Type); Roller (Rock); RossCarrier; Skid Mounted or Trailer Mounted Conrete Pump; SkidSteer Machine with all Attachments; Switchman or Brakeman;Throttle Valve Person; Tractair & Road Widening Trencher;Tractor (50 H.P. or Over); Truck Crane Oiler; Tugger;Welding Machine; Well Points;& Whirley Oiler
GROUP 3 -All Off Road Material Handling Equipment, includingArticulating Dump Trucks; Greaser on Grease Facilitiesservicing Heavy Equipment
GROUP 4 - Bituminous Distributor; Burlap & Curing Machine;Cement Gun; Concrete Saw; Conveyor; Deckhand Oiler; GroutPump; Hydraulic Post Driver; Hydro Seeder; Mud Jack; Oiler;
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
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Paving Joint Machine; Power Form Handling Equipment; Pump;Roller (Earth); Steerman; Tamping Machine; Tractor (Under50 H.P.); & Vibrator
CRANES - with booms 150 ft. & Over (Including JIB), and wherethe length of the boom in combination with the length ofthe piling equals or exceeds 150 ft. - $1.00 above Group 1rate
EMPLOYEES ASSIGNED TO WORK BELOW GROUND LEVEL ARE TO BE PAID10% ABOVE BASIC WAGE RATE. THIS DOES NOT APPLY TO OPEN CUTWORK.
----------------------------------------------------------------IRON0070-005 06/01/2012
BUTLER COUNTY (Eastern eighth, including the Townships ofDecker, Lee & Tilford);EDMONSON COUNTY (Northern three-fourths, including theTownships of Asphalt, Bee Spring, Brownsville, Grassland, Huff,Kyrock, Lindseyville, Mammoth Cave, Ollie, Prosperity, Rhoda,Sunfish & Sweden)
Rates Fringes
Ironworkers: Structural; Ornamental; Reinforcing; Precast Concrete Erectors...........$ 26.34 18.58
----------------------------------------------------------------IRON0103-004 04/01/2011
DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, OHIO, UNION &WEBSTER COUNTIESBUTLER COUNTY (Townships of Aberdeen, Bancock, Casey,Dexterville, Dunbar, Elfie, Gilstrap, Huntsville, Logansport,Monford, Morgantown, Provo, Rochester, South Hill & WelchsCreek);CALDWELL COUNTY (Northeastern third, including the Township ofCreswell);CHRISTIAN COUNTY (Northern third, including the Townships ofApex, Crofton, Kelly, Mannington & Wynns);CRITTENDEN COUNTY (Northeastern half, including the Townshipsof Grove, Mattoon, Repton, Shady Grove & Tribune);MUHLENBERG COUNTY (Townships of Bavier, Beech Creek Junction,Benton, Brennen, Browder, Central City, Cleaton, Depoy,Drakesboro, Eunis, Graham, Hillside, Luzerne, Lynn City,Martwick, McNary, Millport, Moorman, Nelson, Paradise,Powderly, South Carrollton, Tarina & Weir)
Rates Fringes
Ironworkers:.....................$ 28.25 14.475----------------------------------------------------------------IRON0492-003 05/01/2012
ALLEN, LOGAN, SIMPSON, TODD & WARREN COUNTIESBUTLER COUNTY (Southern third, including the Townships ofBoston, Berrys Lick, Dimple, Jetson, Quality, Sharer, Sugar
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
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Grove & Woodbury);CHRISTIAN COUNTY (Eastern two-thirds, including the Townshipsof Bennettstown, Casky, Herndon, Hopkinsville, Howell,Masonville, Pembroke & Thompsonville);EDMONSON COUNTY (Southern fourth, including the Townships ofChalybeate & Rocky Hill);MUHLENBERG COUNTY (Southern eighth, including the Townships ofDunnior, Penrod & Rosewood)
Rates Fringes
Ironworkers:.....................$ 23.00 10.70----------------------------------------------------------------IRON0782-006 05/01/2012
BALLARD, CALLOWAY, CARLISLE, FULTON, GRAVES, HICKMAN,LIVINGSTON, LYON, MARSHALL, MCCRACKEN & TRIGG COUNTIESCALDWELL COUNTY (Southwestern two-thirds, including theTownships of Cedar Bluff, Cider, Claxton, Cobb, Crowtown,Dulaney, Farmersville, Fredonia, McGowan, Otter Pond &Princeton);CHRISTIAN COUNTY (Western third, Excluding the Townships ofApex, Crofton, Kelly, Mannington, Wynns, Bennettstown, Casky,Herndon, Hopkinsville, Howell, Masonville, Pembroke &Thompsonville);CRITTENDEN COUNTY (Southwestern half, including the Townshipsof Crayne, Dycusburg, Frances, Marion, Mexico, Midway,Sheridan & Told)
Rates Fringes
Ironworkers: Projects with a total contract cost of $20,000,000.00 or above.....$ 26.00 18.91All Other Work..............$ 24.66 17.65
----------------------------------------------------------------LABO0189-005 07/01/2012
BALLARD, CALLOWAY, CARLISLE, FULTON, GRAVES, HICKMAN,LIVINGSTON, LYON, MARSHALL & MCCRACKEN COUNTIES
Rates Fringes
Laborers: GROUP 1.....................$ 20.75 11.81GROUP 2.....................$ 21.00 11.81GROUP 3.....................$ 21.05 11.81GROUP 4.....................$ 21.65 11.81
LABORER CLASSIFICATIONS
GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 60 of 77
Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;Wrecking of Concrete Forms; General Cleanup
GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Level C; Forklift Operator for Masonary; Form Setter;Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller
GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster
GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized
----------------------------------------------------------------LABO0189-006 07/01/2012
ALLEN, BUTLER, CALDWELL, CHRISTIAN, DAVIESS, EDMONSON, HANCOCK,HOPKINS, LOGAN, MCLEAN, MUHLENBERG, OHIO, SIMPSON, TODD, TRIGG& WARREN COUNTIES
Rates Fringes
Laborers: GROUP 1.....................$ 21.96 10.60GROUP 2.....................$ 22.21 10.60GROUP 3.....................$ 22.26 10.60GROUP 4.....................$ 22.86 10.60
LABORER CLASSIFICATIONS
GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
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Wrecking of Concrete Forms; General Cleanup
GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Level C; Forklift Operator for Masonary; Form Setter;Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller
GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster
GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized
----------------------------------------------------------------LABO0561-001 07/01/2012
CRITTENDEN, HENDERSON, UNION & WEBSTER COUNTIES
Rates Fringes
Laborers: GROUP 1.....................$ 20.86 11.70GROUP 2.....................$ 21.11 11.70GROUP 3.....................$ 21.16 11.70GROUP 4.....................$ 21.76 11.70
LABORER CLASSIFICATIONS
GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;Wrecking of Concrete Forms; General Cleanup
GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Level C; Forklift Operator for Masonary; Form Setter;
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 62 of 77
Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller
GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster
GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste
- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized
----------------------------------------------------------------* PAIN0032-002 05/01/2013
BALLARD COUNTY
Rates Fringes
Painters: Bridges.....................$ 30.56 15.18All Other Work..............$ 28.26 15.18
Spray, Blast, Steam, High & Hazardous (Including LeadAbatement) and All Epoxy - $1.00 Premium
----------------------------------------------------------------PAIN0118-003 05/01/2010
EDMONSON COUNTY:
Rates Fringes
Painters: Brush & Roller..............$ 18.50 10.30Spray, Sandblast, Power Tools, Waterblast & Steam Cleaning....................$ 19.50 10.30
----------------------------------------------------------------PAIN0156-006 04/01/2010
DAVIESS, HANCOCK, HENDERSON, MCLEAN, OHIO, UNION & WEBSTERCOUNTIES
Rates Fringes
Painters: BRIDGESGROUP 1....................$ 25.60 10.05GROUP 2....................$ 25.85 10.05GROUP 3....................$ 26.60 10.05GROUP 4....................$ 27.60 10.05
ALL OTHER WORK:
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 63 of 77
GROUP 1....................$ 25.60 11.30GROUP 2....................$ 25.85 11.30GROUP 3....................$ 26.60 11.30GROUP 4....................$ 27.60 11.30
PAINTER CLASSIFICATIONS
GROUP 1 - Brush & Roller
GROUP 2 - Plasterers
GROUP 3 - Spray; Sandblast; Power Tools; Waterblast;Steamcleaning; Brush & Roller of Mastics, Creosotes, KwinchKoate & Coal Tar Epoxy
GROUP 4 - Spray of Mastics, Creosotes, Kwinch Koate & CoalTar Epoxy
----------------------------------------------------------------PAIN0456-003 07/01/2011
ALLEN, BUTLER, LOGAN, MUHLENBERG, SIMPSON, TODD & WARRENCOUNTIES:
Rates Fringes
Painters: BRIDGESBrush & Roller.............$ 22.55 9.65Spray; Sandblast; Power Tools; Waterblast & Steam Cleaning...................$ 23.55 9.65
ALL OTHER WORKBrush & Roller.............$ 17.55 9.65Spray; Sandblast; Power Tools; Waterblast & Steam Cleaning...................$ 18.55 9.65
ALL OTHER WORK - HIGH TIME PAYOver 35 feet (up to 100 feet) - $1.00 above base wage100 feet and over - $2.00 above base wage
DURING SPRAY PAINTING AND SANDBLASTING OPERATIONS, POTTENDERS SHALL RECEIVE THE SAME WAGE RATES AS THE SPRAYPAINTER OR NOZZLE OPERATOR
----------------------------------------------------------------PAIN0500-002 07/01/2012
CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN, FULTON,GRAVES, HICKMAN, HOPKINS, LIVINGSTON, LYON, MARSHALL, MCCRACKEN& TRIGG COUNTIES:
Rates Fringes
Painters: Bridges.....................$ 25.25 11.90All Other Work..............$ 19.00 11.90
Waterblasting units with 3500 PSI and above - $.50 premium
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 64 of 77
Spraypainting and all abrasive blasting - $1.00 premiumWork 40 ft. and above ground level - $1.00 premium
----------------------------------------------------------------PLUM0184-002 07/01/2012
BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON, GRAVES, HICKMAN, LIVINGSTON, LYON, MARSHALL, MCCRACKENand TRIGG COUNTIES
Rates Fringes
Plumber; Steamfitter.............$ 32.31 14.43----------------------------------------------------------------PLUM0502-004 08/01/2012
ALLEN, BUTLER, EDMONSON, SIMPSON & WARREN
Rates Fringes
Plumber; Steamfitter.............$ 32.00 16.17----------------------------------------------------------------PLUM0633-002 07/01/2012
DAVIESS, HANCOCK, HENDERSON, HOPKINS, LOGAN, MCLEAN,MUHLENBERG, OHIO, TODD, UNION & WEBSTER COUNTIES:
Rates Fringes
PLUMBER/PIPEFITTER...............$ 29.42 13.50----------------------------------------------------------------TEAM0089-003 03/31/2013
ALLEN, BUTLER, EDMONSON, LOGAN, SIMPSON & WARREN COUNTIES
Rates Fringes
Truck drivers: Zone 1:Group 1....................$ 19.38 16.85Group 2....................$ 19.56 16.85Group 3....................$ 19.64 16.85Group 4....................$ 19.66 16.85
GROUP 1 - Greaser; Tire Changer
GROUP 2 - Truck Mechanic; Single Axle Dump; Flat Bed; AllTerrain Vehicles when used to haul materials; Semi Traileror Pole Trailer when used to pull building materials andequipment; Tandem Axle Dump; Driver of Distributors
GROUP 3 - Mixer All Types
GROUP 4 - Winch and A-Frame when used in transportingmaterials; Ross Carrier; Fork Lift when used to transportbuilding materials; Driver on Pavement Breaker; Euclid andOther Heavy Earth Moving Equipment; Low Boy; ArticulatorCat; Five Axle Vehicle
----------------------------------------------------------------
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 65 of 77
TEAM0215-003 03/31/2013
DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, MUHLENBERG, OHIO& WEBSTER COUNTIES
Rates Fringes
TRUCK DRIVER Group 1.....................$ 20.93 16.85Group 2.....................$ 21.16 16.85Group 3.....................$ 21.23 16.85Group 4.....................$ 21.24 16.85
GROUP 1: Greaser, Tire Changer
GROUP 2: Truck Mechanic
GROUP 3: Single Axle Dump; Flat Bed; All Terrain Vehicle whenused to haul materials; Semi Trailer or Pole Trailer whenused to pull building materials and equipment; Tandem AxleDump; Driver of Distributors; Mixer All Types
GROUP 4: Euclid and other heavy earth moving equipment; LowBoy; Articulator Cat; 5 Axle Vehicle; Winch and A- Framewhen used in transporting materials; Ross Carrier; ForkLift when used to transport building materials; Driver onPavement Breaker
----------------------------------------------------------------TEAM0236-001 03/31/2013
BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON, GRAVES, HICKMAN, LIVINGSTON, LYON, MARSHALL,MCCRACKEN,TODD & TRIGG COUNTIES
Rates Fringes
TRUCK DRIVER Group 1.....................$ 19.38 16.85Group 2.....................$ 19.56 16.85Group 3.....................$ 19.56 16.85Group 4.....................$ 19.66 16.85Group 5.....................$ 19.64 16.85
GROUP 1: Greaser, Tire Changer
GROUP 2: Truck Mechanic
GROUP 3: Single Axle Dump; Flat Bed; All Terrain Vehicle whenused to haul materials; Semi Trailer or Pole Trailer whenused to pull building materials and equipment; Tandem AxleDump; Drivers of Distributors
GROUP 4: Euclid and other heavy earth moving equipment; LowBoy; Articulator Cat; Five Axle Vehicle; Winch and A-Framewhen used in transporting materials; Ross Carrier
GROUP 5: Mixer All Types----------------------------------------------------------------
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SIMPSON COUNTYSTP 5386 (003)
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Page 66 of 77
WELDERS - Receive rate prescribed for craft performingoperation to which welding is incidental.
================================================================
Unlisted classifications needed for work not included withinthe scope of the classifications listed may be added afteraward only as provided in the labor standards contract clauses(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classificationand wage rates that have been found to be prevailing for thecited type(s) of construction in the area covered by the wagedetermination. The classifications are listed in alphabeticalorder of "identifiers" that indicate whether the particularrate is union or non-union.
Union Identifiers
An identifier enclosed in dotted lines beginning withcharacters other than "SU" denotes that the unionclassification and rate have found to be prevailing for thatclassification. Example: PLUM0198-005 07/01/2011. The firstfour letters , PLUM, indicate the international union and thefour-digit number, 0198, that follows indicates the local unionnumber or district council number where applicable , i.e.,Plumbers Local 0198. The next number, 005 in the example, isan internal number used in processing the wage determination.The date, 07/01/2011, following these characters is theeffective date of the most current negotiated rate/collectivebargaining agreement which would be July 1, 2011 in the aboveexample.
Union prevailing wage rates will be updated to reflect anychanges in the collective bargaining agreements governing therates.
0000/9999: weighted union wage rates will be published annuallyeach January.
Non-Union Identifiers
Classifications listed under an "SU" identifier were derivedfrom survey data by computing average rates and are not unionrates; however, the data used in computing these rates mayinclude both union and non-union data. Example: SULA2004-0075/13/2010. SU indicates the rates are not union majority rates,LA indicates the State of Louisiana; 2004 is the year of thesurvey; and 007 is an internal number used in producing thewage determination. A 1993 or later date, 5/13/2010, indicatesthe classifications and rates under that identifier were issued
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 67 of 77
as a General Wage Determination on that date.
Survey wage rates will remain in effect and will not changeuntil a new survey is conducted.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This canbe:
* an existing published wage determination* a survey underlying a wage determination* a Wage and Hour Division letter setting forth a position on
a wage determination matter* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requestsfor summaries of surveys, should be with the Wage and HourRegional Office for the area in which the survey was conductedbecause those Regional Offices have responsibility for theDavis-Bacon survey program. If the response from this initialcontact is not satisfactory, then the process described in 2.)and 3.) should be followed.
With regard to any other matter not yet ripe for the formalprocess described here, initial contact should be with theBranch of Construction Wage Determinations. Write to:
Branch of Construction Wage DeterminationsWage and Hour DivisionU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then aninterested party (those affected by the action) can requestreview and reconsideration from the Wage and Hour Administrator(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour AdministratorU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
The request should be accompanied by a full statement of theinterested party's position and by any information (wagepayment data, project description, area practice material,etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, aninterested party may appeal directly to the AdministrativeReview Board (formerly the Wage Appeals Board). Write to:
Administrative Review BoardU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
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Page 68 of 77
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 69 of 77
Fringe benefit amounts are applicable for all hours worked except when otherwise noted.
These rates are listed pursuant to the Kentucky Determination No. CR-III-I-HWY dated September 5, 2012.
No laborer, workman or mechanic shall be paid at a rate less than that of a Journeyman except those classified as bona fide apprentices.
Apprentices or trainees shall be permitted to work as such subject to Administrative Regulations adopted by the Commissioner of Workplace Standards. Copies of these regulations will be furnished upon request from any interested person.
Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U. S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U. S. Bureau of Apprenticeship and Training.
The contractor shall submit to the Contracting Officer, written evidence of the established apprenticeship-journeyman ratios and wage rates in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions.
TO: EMPLOYERS/EMPLOYEES
PREVAILING WAGE SCHEDULE:
The wages indicated on this wage schedule are the least permitted to be paid for the occupations indicated. When an employee works in more than one classification, the employer must record the number of hours worked in each classification at the prescribed hourly base rate.
OVERTIME:
Overtime is to be paid after an employee works eight (8) hours a day or forty (40) hours a week, whichever gives the employee the greater wages. At least time and one-half the base rate is required for all overtime. A laborer, workman or mechanic and an employer may enter into a written agreement or a collective bargaining agreement to work more than eight (8) hours a calendar day but not more than ten (10) hours a calendar day for the straight time hourly rate. Wage violations or questions should be directed to the designated Engineer or the undersigned.
Ryan Griffith, DirectorDivision of Construction ProcurementFrankfort, Kentucky 40622
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 70 of 77
General Decision Number: TN130002 01/04/2013 TN2
Superseded General Decision Number: TN20120002
State: Tennessee
Construction Type: Highway
Counties: Tennessee Statewide.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges).
Modification Number Publication Date0 01/04/2013
SUTN2010-002 05/06/2010
Rates Fringes
BRICKLAYER.......................$ 16.62
CARPENTER........................$ 16.10
CEMENT MASON/CONCRETE FINISHER...$ 13.91
ELECTRICIAN......................$ 21.62
IRONWORKER Reinforcing.................$ 15.90 Structural..................$ 17.15
LABORER
Common/Unskilled............$ 11.50 SkilledAir Tool Operator, Asphalt Raker, Chain Saw Operator, Concrete Mixer (less than 1 yd), Concrete Rubber, Edger, Fence Erector, Form Setter (steel), Guard Rail Erector, Mechanic's Tender (tire changer or oiler), Mortar Mixer, Nozzleman or Gun Operator (gunite), Pipelayer, Sign Erector...............$ 13.34
OPERATOR: Power Equipment
Drill Operator (Caisson)....$ 18.43 Farm Tractor Operator (Power Broom)...............$ 12.58 Group 1Backhoe/Hydraulic Excavator (3/4 yd &
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Page 70(a) of 77
over), Crane, End Loader (3 yd & over), Motor Patrol (rough), Tractor (crawler/ utility), Scraper, Shovel, Trenching Machine..........$ 17.14
Group 2Backhoe/Hydraulic Excavator (less than 3/4 yd), Bulldozer or Push Dozer, End Loader (less than 3 yd), Motor Patrol (rough), Tractor (crawler/ utility), Scraper, Shovel, or Trenching Machine..........$ 15.26
Group 3Asphalt Paver, Concrete Finishing Machine, Concrete Paver, Scale, Spreader (self-propelled), Concrete Grinder, Asphalt Milling Machine, Boring Machine (horizontal)...............$ 15.75
Group 4Bobcat, Central Mining Plant, Concrete Pump, Concrete Saw, Curb Machine (automatic or manual), Dozer or Loader (stockpile), Drill (piling), Mulcher or Seeder, Rock Drill (truck mounted), Roller (asphalt), Roller (compaction self-propelled), Soil Stabilization Machine, Tractor (boom and hoist), Bituminous Distributor Machine, pump, Track Drill, Striping Machine....$ 14.19
Heavy Duty Mechanic.........$ 18.04 Light Duty Mechanic.........$ 16.27 Sweeping Machine (Vacuum) Operator....................$ 13.39
Painter & Sandblaster............$ 21.54
Powder Person....................$ 17.79
Traffic Controller...............$ 16.98
TRUCK DRIVER 2 axles.....................$ 13.02 3-4 axles...................$ 12.91 5 or more axles.............$ 15.24 Heavy Duty Off Road.........$ 12.98
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 70(b) of 77
WELDERS - Receive rate prescribed for craft performingoperation to which welding is incidental.
================================================================
Unlisted classifications needed for work not included withinthe scope of the classifications listed may be added afteraward only as provided in the labor standards contract clauses(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classificationand wage rates that have been found to be prevailing for thecited type(s) of construction in the area covered by the wagedetermination. The classifications are listed in alphabeticalorder of "identifiers" that indicate whether the particularrate is union or non-union.
Union Identifiers
An identifier enclosed in dotted lines beginning withcharacters other than "SU" denotes that the unionclassification and rate have found to be prevailing for thatclassification. Example: PLUM0198-005 07/01/2011. The firstfour letters , PLUM, indicate the international union and thefour-digit number, 0198, that follows indicates the local unionnumber or district council number where applicable , i.e.,Plumbers Local 0198. The next number, 005 in the example, isan internal number used in processing the wage determination.The date, 07/01/2011, following these characters is theeffective date of the most current negotiated rate/collectivebargaining agreement which would be July 1, 2011 in the aboveexample.
Union prevailing wage rates will be updated to reflect anychanges in the collective bargaining agreements governing therates.
0000/9999: weighted union wage rates will be published annuallyeach January.
Non-Union Identifiers
Classifications listed under an "SU" identifier were derivedfrom survey data by computing average rates and are not unionrates; however, the data used in computing these rates mayinclude both union and non-union data. Example: SULA2004-0075/13/2010. SU indicates the rates are not union majority rates,LA indicates the State of Louisiana; 2004 is the year of thesurvey; and 007 is an internal number used in producing thewage determination. A 1993 or later date, 5/13/2010, indicatesthe classifications and rates under that identifier were issued
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Page 70(c) of 77
as a General Wage Determination on that date.
Survey wage rates will remain in effect and will not changeuntil a new survey is conducted.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This canbe:
* an existing published wage determination* a survey underlying a wage determination* a Wage and Hour Division letter setting forth a position on
a wage determination matter* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requestsfor summaries of surveys, should be with the Wage and HourRegional Office for the area in which the survey was conductedbecause those Regional Offices have responsibility for theDavis-Bacon survey program. If the response from this initialcontact is not satisfactory, then the process described in 2.)and 3.) should be followed.
With regard to any other matter not yet ripe for the formalprocess described here, initial contact should be with theBranch of Construction Wage Determinations. Write to:
Branch of Construction Wage DeterminationsWage and Hour DivisionU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then aninterested party (those affected by the action) can requestreview and reconsideration from the Wage and Hour Administrator(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour AdministratorU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
The request should be accompanied by a full statement of theinterested party's position and by any information (wagepayment data, project description, area practice material,etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, aninterested party may appeal directly to the AdministrativeReview Board (formerly the Wage Appeals Board). Write to:
Administrative Review BoardU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210
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SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 70(d) of 77
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION
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Page 70(e) of 77
No laborer, workman or mechanic shall be paid at a rate less than that of a Journeyman except those classified as bona fide apprentices.
Apprentices or trainees shall be permitted to work as such subject to Administrative Regulations adopted by the Commissioner of Workplace Standards. Copies of these regulations will be furnished upon request from any interested person.
Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U. S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U. S. Bureau of Apprenticeship and Training.
The contractor shall submit to the Contracting Officer, written evidence of the established apprenticeship-journeyman ratios and wage rates in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions.
TO: EMPLOYERS/EMPLOYEES
PREVAILING WAGE SCHEDULE:
The wages indicated on this wage schedule are the least permitted to be paid for the occupations indicated. When an employee works in more than one classification, the employer must record the number of hours worked in each classification at the prescribed hourly base rate.
OVERTIME:
Overtime is to be paid after an employee works eight (8) hours a day or forty (40) hours a week, whichever gives the employee the greater wages. At least time and one-half the base rate is required for all overtime. A laborer, workman or mechanic and an employer may enter into a written agreement or a collective bargaining agreement to work more than eight (8) hours a calendar day but not more than ten (10) hours a calendar day for the straight time hourly rate. Wage violations or questions should be directed to the designated Engineer or the undersigned.
Ryan Griffith, DirectorDivision of Construction ProcurementFrankfort, Kentucky 40622
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 70(f) of 77
TRANSPORTATION CABINETDIVISION OF CONSTRUCTION PROCUREMENT
PROJECT WAGE RATES LETTING: 5-24-13
______________________________________________________________________________
SIMPSON COUNTY (KY) AND SUMNER COUNTY (TN), STP 5386 (003)
Franklin-Nashville Road (US 31W)
Gras- Grade& Drain with Asphalt Surface
NOTICE:
There are two (2) sets of wage rates established for this project. The Federal wage rate decision KY130102, dated 5/3/13 is to be paid for all work performed in Simpson County, Kentucky. The wage rate Decision Number TN 130002 dated 1/4/13 is to be paid for all work performed on this project in Sumner County, Tennessee.
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 70(g) of 77
PROPOSAL BID ITEMS
Report Date 5/16/13Page 1 of 3
131029
Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0010 00001 DGA BASE(REVISED: 5-16-13) 11,700.00 TON $0020 00003 CRUSHED STONE BASE(REVISED: 5-16-13) 4,023.00 TON $
0030 00018DRAINAGE BLANKET-TYPE II-ASPH(REVISED: 5-16-13) 9,181.00 TON $
0040 00020 TRAFFIC BOUND BASE 198.00 TON $0050 00071 CRUSHED AGGREGATE SIZE NO 57 384.00 TON $0060 00100 ASPHALT SEAL AGGREGATE 13.00 TON $0070 00103 ASPHALT SEAL COAT 2.00 TON $
0080 00110GEOGRID REINFORCEMENT FOR ASPH(ADDED: 5-16-13) 72,867.00 SQYD $
0090 00190 LEVELING & WEDGING PG64-22 2,500.00 TON $
0100 00214CL3 ASPH BASE 1.00D PG64-22(REVISED:5-16-13) 45,713.00 TON $
0110 00330 CL3 ASPH SURF 0.50A PG64-22 6,321.00 TON $
0120 00339CL3 ASPH SURF 0.38D PG64-22(REVISED:5-16-13) 165.00 TON $
0130 02084 JPC PAVEMENT-8 IN 1,851.00 SQYD $0140 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $0150 02677 ASPHALT PAVE MILLING & TEXTURING 1,200.00 TON $0160 03240 BASE FAILURE REPAIR(ADDED: 5-16-13) 107.00 SQYD $
Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0170 01000 PERFORATED PIPE-4 IN(REVISED: 5-16-13) 300.00 LF $
0180 01020PERF PIPE HEADWALL TY 1-4 IN(REVISED:516-13) 2.00 EACH $
0190 01811 STANDARD CURB AND GUTTER MOD 18,822.00 LF $
0200 02223GRANULAR EMBANKMENT(REVISED:5-16-13) 452.00 CUYD $
0210 02230 EMBANKMENT IN PLACE 30,577.00 CUYD $0220 02242 WATER(REVISED: 5-16-13) 2,000.00 MGAL $0230 02429 RIGHT-OF-WAY MONUMENT TYPE 1 4.00 EACH $0240 02432 WITNESS POST 3.00 EACH $0250 02483 CHANNEL LINING CLASS II 127.00 TON $0260 02484 CHANNEL LINING CLASS III 37.00 TON $0270 02545 CLEARING AND GRUBBING28.2 ACRES 1.00 LS $0280 02555 CONCRETE-CLASS B 18.00 CUYD $0290 02562 TEMPORARY SIGNS(REVISED: 5-16-13) 288.00 SQFT $0300 02585 EDGE KEY(REVISED: 5-16-13) 193.00 LF $
0310 02599FABRIC-GEOTEXTILE TYPE IV(REVISED:5-16-13) 18,391.00 SQYD $
0320 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0330 02690 SAFELOADING 18.00 CUYD $0340 02720 SIDEWALK-4 IN CONCRETE 9,734.00 SQYD $
0350 05950EROSION CONTROL BLANKET(REVISED:5-16-13) 3,404.00 SQYD $
0360 05966TOPDRESSING FERTILIZER(REVISED:5-16-13) 2.00 TON $
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 75 of 77
PROPOSAL BID ITEMS
Report Date 5/16/13Page 2 of 3
131029
LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT
0370 05985SEEDING AND PROTECTION(REVISED:5-16-13) 19,882.00 SQYD $
0380 05990 SODDING(REVISED: 5-16-13) 14,831.00 SQYD $
0390 06514PAVE STRIPING-PERM PAINT-4 IN(REVISED:5-16-13) 60,889.00 LF $
0400 06546PAVE STRIPING-THERMO-12 IN W(REVISED:5-16-13) 75.00 LF $
0410 06547PAVE STRIPING-THERMO-12 IN Y(REVISED:5-16-13) 200.00 LF $
0420 06568PAVE MARKING-THERMO STOP BAR-24IN(REVISED: 5-16-13) 92.00 LF $
0430 06574PAVE MARKING-THERMO CURV ARROW(REVISED: 5-16-13) 61.00 EACH $
0440 06589PAVEMENT MARKER TYPE V-MW(REVISED:5-16-13) 244.00 EACH $
0450 06591PAVEMENT MARKER TYPE V-BY(REVISED:5-16-13) 469.00 EACH $
0460 08001STRUCTURE EXCAVATION-COMMON(REVISED: 5-16-13) 182.00 CUYD $
0470 10020NS FUEL ADJUSTMENT(REVISED: 5-16-13) 110,666.00 DOLL $1.00 $ $110,666.000480 10030NS ASPHALT ADJUSTMENT(REVISED: 5-16-13) 208,694.00 DOLL $1.00 $ $208,694.000490 20870ND REMOVE AND RESET HISTORIC MARKERS 2.00 EACH $0500 23004NN PUMP STATION DEMOLITION 1.00 EACH $
0510 23131ER701PIPELINE VIDEO INSPECTION(REVISED:5-16-13) 7,499.00 LF $
0520 23143EDKPDES PERMIT AND TEMP EROSIONCONTROL(REVISED: 5-16-13) 1.00 LS $
0530 23158ES505DETECTABLE WARNINGS(REVISED:5-16-13) 550.00 SQFT $
0540 23274EN11FTURF REINFORCEMENT MAT 1(REVISED:5-16-13) 287.00 SQYD $
0550 24369ECRIGHT OF WAY MONUMENT TY B(TN)(REVISED: 5-16-13) 3.00 EACH $
0560 24370EC RIGHT OF WAY MONUMENT TY C(TN) 13.00 EACH $
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 76 of 77
PROPOSAL BID ITEMS
Report Date 5/16/13Page 3 of 3
131029
Section: 0003 - DRAINAGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0570 00462 CULVERT PIPE-18 IN 35.00 LF $0580 00520 STORM SEWER PIPE-12 IN 12.00 LF $0590 00521 STORM SEWER PIPE-15 IN 5,607.00 LF $
0600 00522STORM SEWER PIPE-18 IN(REVISED:5-16-13) 3,228.00 LF $
0610 00524STORM SEWER PIPE-24 IN(REVISED:5-16-13) 2,686.00 LF $
0620 00526STORM SEWER PIPE-30 IN(REVISED:5-16-13) 2,981.00 LF $
0630 00528 STORM SEWER PIPE-36 IN 428.00 LF $0640 00529 STORM SEWER PIPE-42 IN 240.00 LF $0650 00530 STORM SEWER PIPE-48 IN 87.00 LF $0660 00556 STORM SEWER PIPE-30 IN EQUIV 114.00 LF $
0670 00980SLOTTED DRAIN PIPE-12 IN(REVISED:5-16-13) 135.00 LF $
0680 01396 METAL END SECTION TY 3-42 IN 1.00 EACH $0690 01432 SLOPED BOX OUTLET TYPE 1-15 IN 2.00 EACH $
0700 01433SLOPED BOX OUTLET TYPE 1-18 IN(REVISED: 5-16-13) 5.00 EACH $
0710 01452S & F BOX INLET-OUTLET-30 IN(REVISED:5-16-13) 1.00 EACH $
0720 01453 S & F BOX INLET-OUTLET-36 IN 1.00 EACH $0730 01456 CURB BOX INLET TYPE A(REVISED: 5-16-13) 88.00 EACH $0740 01496 DROP BOX INLET TYPE 3 8.00 EACH $
0750 01544DROP BOX INLET TYPE 11(REVISED:5-16-13) 3.00 EACH $
0760 01577 DROP BOX INLET TYPE 14 9.00 EACH $
0770 01581DROP BOX INLET TYPE 16G(REVISED:5-16-13) 7.00 EACH $
0780 08100 CONCRETE-CLASS A 4.99 CUYD $0790 08150 STEEL REINFORCEMENT 398.00 LB $
Section: 0004 - BRIDGE-CULVERTLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0800 08003 FOUNDATION PREPARATION 1.00 LS $0810 08100 CONCRETE-CLASS A 85.70 CUYD $0820 08150 STEEL REINFORCEMENT 8,699.00 LB $
Section: 0005 - MOB AND DEMOBLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0830 02568 MOBILIZATION 1.00 LS $0840 02569 DEMOBILIZATION 1.00 LS $
SIMPSON COUNTYSTP 5386 (003)
Revised: 5-16-13Contract ID: 131029
Page 77 of 77