preliminary for estimating and design … · preliminary for estimating and design development...
TRANSCRIPT
42
0 1000 2000 3000 40001000
ROAD
TO IN
DIA
NA
LOCHNERENGINEERS AND PLANNERS
TO
LO
UIS
VIL
LE
OHIO
RIV
ER
TO LOUISVILLE
KY 841
CITY LIMITS
PROSPECT
CITY LIMITS
PROSPECT
RIV
ER
RO
AD
71
265
RAMP B
RAMP A
GREEN SPRING
H
AR
RODS CREEK
HARRO DS CREEK
CREEK
BRIDGEPOINTE
TR
AN
SY
LV
ANIA
BE
AC
H
HARRODS
BRANCH
WOLF PEN
WOODS
WOLFPEN
PARK
ASBURY
L
PAT
H
SHARED
USE
ACCESS ROAD
EMERGENCY
TO
PR
OS
PE
CT
SCALE IN FEET
SUBJECT TO CHANGE
PRELIMINARY
42
NUMBER:
LETTING DATE:
DEPARTMENT OF HIGHWAYS
LAYOUT MAP
LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
PLANS OF
STATE HIGHWAY ENGINEER
PROJECT
LIN. FT.
COUNTY OF
ITEM NO.
LENGTH
PROJECT MANAGER
RECOMMENDED BY:
PLAN APPROVED BY:
DATE:
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
Commonwealth of Kentucky
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0
COUNTY OF ITEM NO. SHEET NO.
DESIGN CRITERIA
DESIGNED
CLASS OF HIGHWAY
TYPE OF TERRAIN
DESIGN SPEED
REQUIRED NPSD
REQUIRED PSD
LEVEL OF SERVICE
DHV
D %
T %
% RESTRICTED SD
LEVEL OF SERVICE
MAX. DISTANCE W/O PASSING
LATITUDE DEGREES
LONGITUDE SECONDS WEST
SECONDS NORTH
DEGREES
ADT PRESENT ( )
ADT FUTURE ( )
GEOGRAPHIC COORDINATES
MINUTES
January
30, 2012
DA
TE P
LO
TT
ED:
jhiero
ny
mus
US
ER:
DATE:
BEGIN TUNNEL
! KY 841 STA 106+00
BEGIN TUNNEL
! KY 841 STA 125+50
T:\18
65-
DESIG
N\
TU
NN
EL\
PL
&G
SU
BMIT
TA
L 11-30-2011\
LA
YO
UT
SH
EE
T.
DG
NFIL
E
NA
ME:
JEFFERSON
HIGHWAY TUNNEL FINAL PRELIMINARY DESIGN SUBMITTALLOUISVILLE SOUTHERN INDIANA OHIO RIVER BRIDGES PROJECT SECTION 4
JEFFERSON
1950’ 0.369
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
38 19 20
85 37 MINUTES 02
N/A
N/A
N/A
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
OHIO
RIV
ER
OHI
O RIV
ER
OHI
O RIV
ER
OHI
O RIV
ERO
HIO RIV
ER
OHIO
RIV
ER
PUTNEYS POND
PUTNEYS POND
OHIO
RIV
ER
OHIO
RIV
ER
OHIO
RIV
ER
HARRODS CREEK
OHIO
RIV
ER
OHIO
RIV
ER
OHIO
RIV
ER
OHIO
RIV
ER
HARRODS CREEK
HARRODS CREEK
HA
RR
OD
S
CR
EE
K
HARRODS CREEK
HA
RR
ODS
CR
EE
K
HARRODS CREEK
HARR
ODS CREE
K
HARRODS CREEK
HARR
ODS CREEK
HARRODS CREEK
HARRODS CREEK
HA
RR
ODS
CREE
K
HARRODS CREEK
OHIO
RIV
ER
OHIO
RIV
ER
OHIO
RIV
ER
OHIO
RIV
ER
GOOSE
CREEK
GOOSE CREEK
LITTLE G
OOSE
CREE
K
GOOSE CREEK
GOOSE CREEK
GOOSE CREEK
GOOSE CREEK
GOOSE
CREEK
OHIO
RIV
ER
LIT
TLE
GO
OSE C
REE
K
LITTLE G
OOSE CREEK
LIT
TLE
GO
OSE
CREE
KG
OOSE C
REE
K
LITTLEGOOSE
LITTLE
GOOSE CREEK
LITTLE GOOSE CREEK
GOOSE CREEK
GOOSE CREEK
GOOSE CREEK
GOOSE CREEK
LIT
TL
E
GO
OS
E
CR
EE
K
LITTLE GOOSE CREEK
LIT
TL
E
GO
OS
E
CR
EE
K
LIT
TLE
GO
OSE C
REE
K
LITTLE GOOSE CREEK
LITTLE GOOSE CREEK
HARRODS CREEK
HA
RR
ODS
CR
EE
K
HA
RR
ODS
CR
EE
K
HARRODS CREEK
HARRODS CREEK HA
RR
ODS
CREE
K
HA
RR
ODS
CREE
K
HARRODS CREEK HARRODS CREEK
HARRODS CREEK
HARRODS CREEK
WO
LF P
EN
BR
AN
CH
WOLF P
EN BRA
NCH
WOLF PEN BRANCH
HARRODS CREEK
WOLF PEN BRANCH
WOLF PEN BRANCH
LITTLE GOOSE CREEK
LITTLE GOOSE CREEK
LITTLE GOOSE CREEK
LITTLE
GOOSE
PR
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NO.
DA
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216
225
Z.
Cai
DE
SIG
NE
D
BY
7/19/06
7/19/06
7/19/06
D.
Watso
n
R.
Bla
nchard
D. Javier
C-001
DRAWING NO.
0
SCALE: 1"=4’-0"
2’ 4’ 8’ 12’
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
C001.
dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-001
NORTHBOUND HIGHWAY TUNNEL SECTION
JEFFERSON
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
THROUGH S-036.
FOR TUNNEL EXCAVATION DETAILS, SEE DRAWINGS S-015 2.
AND S-041.
FOR TUNNEL FINAL LINING DETAILS, SEE DRAWINGS S-040 1.
NOTES:
DETAIL 2
KY BARRIER AND MAINTENANCE WALKWAY
DETAIL 1
PRELIMINARY - NOT FOR CONSTRUCTION
1’-6"1’-6"
17’-
0"
6"
ENVELOPE
CLEARANCE
SPRINGLINE
PASSAGE
CROSS
8’-0" 12’-0" 12’-0" 8’-0"
2’-0"
40’-0"
SHOULDER SHOULDERLANE LANE
PGL
2.19%
! TUNNEL
LIGHT FIXTURE
FANS
VENTILATION
26’-
7 1/
2 "
17’-9 1/2 "
19’-9 1/2 "
WATERPROOFING
FINISH ALLOWANCE (4")
CONSTRUCTION TOLERANCE (3")
FINAL LINER
DETAIL 2DETAIL 1
51’-3 1/2 " FINISHED
29’-
0 1/
4 "
FINIS
HE
D
NORTH VIEW
(UPSTATION)
DATE NO. REVISION APPR.
0
-
KENTUCKY BARRIER AND EMERGENCY WALKWAY
3"
10"
1’-7"
2" 7"
1’-5"
6"
84°
55°
(MIN.)
3’-
6"
HA
ND
RAIL
DUCT BANK
8"3’-7"
4’-3"
5’
8"
6"
(MIN.)
55°
84°
2"
7"
3"
10"
1’-7"
1’-5"
3’-
6"
HA
ND
RAIL
DUCT BANK
2’-6"
3’-2"
3’-11"
PR
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NO.
DA
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216
225
Z.
Cai
DE
SIG
NE
D
BY
7/19/06
7/19/06
7/19/06
D.
Watso
n
R.
Bla
nchard
D. Javier
C-002
DRAWING NO.
0
SCALE: 1"=4’-0"
2’ 4’ 8’ 12’
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
C002.dgn
FIL
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NA
ME:
wanglin
US
ER:
12/9/2011
DA
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DR
AWIN
G
NO.:
C-002
SOUTHBOUND HIGHWAY TUNNEL SECTION
JEFFERSON
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
THROUGH S-036.
FOR TUNNEL EXCAVATION DETAILS, SEE DRAWINGS S-015 2.
AND S-041.
FOR TUNNEL FINAL LINING DETAILS, SEE DRAWINGS S-040 1.
NOTES:
DETAIL 1DETAIL 2
KY BARRIER AND MAINTENANCE WALKWAY
PRELIMINARY - NOT FOR CONSTRUCTION
1’-6"1’-6"
17’-
0"
6"
ENVELOPE
CLEARANCE
SPRINGLINE
PASSAGE
CROSS
8’-0" 12’-0" 12’-0" 8’-0"
2’-0"
40’-0"
SHOULDER SHOULDERLANE LANE
PGL
2.19%
! TUNNEL
LIGHT FIXTURE
FANS
VENTILATION
17’-9 1/2 "
19’-9 1/2 "
WATERPROOFING
FINISH ALLOWANCE (4")
CONSTRUCTION TOLERANCE (3")
FINAL LINER
DETAIL 2
DETAIL 1
51’-3 1/2 " FINISHED
NORTH VIEW
(UPSTATION)
27’-
4 3/4 "
29’-
0 1/
4 "
FINIS
HE
D
DATE NO. REVISION APPR.
0
-
KENTUCKY BARRIER AND EMERGENCY WALKWAY
6"
(MIN.)
6"
1’-7"
10"
3"
2"7"
84°
55°
1’-5"
(MIN.)
3’-
6"
HA
ND
RAIL
DUCT BANK
8"
84°
10"
1’-7"
1’-5"
55°
2"
7"
3’-
6"
HA
ND
RAIL
DUCT BANK
3"
2’-6"
3’-2"
3’-11"
3’-7"8"
4’-3"
5’
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
DA
TE
C-003
DRAWING NO.
0
SCALE: 1"= 2’-0"
1’ 2’ 4’ 6’
5’-6"
R
11’-0"
R11’-
0"
R
9’-1"
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
C003.dgn
FIL
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US
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12/9/2011
DA
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DR
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NO:
C-003
CROSS SECTION
CROSS PASSAGE
JEFFERSON
LC CROSS PASSAGE
SPRINGLINE
6"
6"
2’-
0"
4’-
6"
5’-
6"
1’-0"
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
12" FINAL LINER
EXCAVATION LINE
6" INITIAL LINER
11’-0" FINISHED
14’-0" EXCAVATED
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
5/18/06
DA
TE
5/18/06
216
225
5/18/06
Z.
Cai
J.
Smit
h
J.
Prada
R.
Bla
nchard
5/18/06
5/18/06
C-004
DRAWING NO.
0’
SCALE: 1"=10’-0"
5’ 10’ 20’ 30’
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
C004.dgn
FIL
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NA
ME:
wanglin
US
ER:
12/9/2011
DA
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E-S
HEET
NA
ME:
C-004
CROSS SECTION AT PORTALS
JEFFERSON
PRELIMINARY - NOT FOR CONSTRUCTION
LANE LANE
! KY 841
TUNNEL
SOUTHBOUND
!
TUNNEL
NORTHBOUND
!
SHLDR SHLDR
8’-0" 12’-0" 12’-0" 8’-0"
2’-0"PGL
SHLDR
8’-0"
LANE
12’-0"
LANE
12’-0"
SHLDR
8’-0"
2’-0" PGL
31’-11 3/4 " 32’-0 1/4 "
40’-0"
CONSTANT PILLAR WIDTH
99’-7"
20’-0" 20’-0"
LIGHT FIXTURES
FANS
VENTILATION
TYPICAL TUNNEL SECTIONS
DATE NO. REVISION APPR.
0
-
445
451.3
455.0
456.4
456.9
457.8
459.1
458.8
458.8
458.5
460.4
460
460
461.8
465
465.5
470
475
475490500
505
505
506.7
510
511.2
515
515
516.7
518.9
520.3
520
520
522.3
525.1
525.1
524.9
524.8
525
525
525
526.1
526.5
528.5
528.9
528.7
528.6
530
530
530
530
530
530
530.7
530.7
531.3
532.3
532.7
535.2
535
535
535
535
536.6
537.5
538.4
538.7
539.0
539.5
540
540
540
540
540
539.9
539.6
540
540
540.9
543.3
545
545
545
544.5
545
545
545
547.1
547.3
546.9
547.9548.9
549.9
550
550
550
550
550
550
552.3
555.1
555.1
554.7
555
559.2
558.9
560
560
560
565
564.8
565
565
565
565
565
566.8
569.2
570
570.2
570
570
574.5
575
574.7
575
575
575
575.9
575.7
577.2
578.8580
582.9
585
584.6
584.6
585
585
585
585
587.2
587.2
586.8
587.6
589.0
588.7
590
590
590
590
590
590
590.9
592.4
591.7
592.8
593.4
593.5
594.9
595
596.2
596.4
597.2
597.2
597.1
597.3
597.6
597.7
598.3
598.5
600
600
600.6
600.9
601.3
604.4
605
608.3
614.5
615
565
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
570
575
575
580
580
580
585
585
585
595
600
600
605
575
585
590
595
550
570
585
565
565
570
570
570
575
575
575
580
580
580
585
585
585
585
590
590
570
575
575
575
580
590
605
585
595
590
580
530
595
580
575
560
560
570
570
570
570
570
570
565
530
530
530
535
535
540
540
540
545
545
545
545
545
550
550
550
550
555
555
555
555
555
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
575
575
575
575
580
580
580
580
580
580
580
585
585
585
590
590
590
595
595
570
570
575
575
575
575
575
570
560
570
570
570
565
565
535
535 5
40
540
545
550
550
550
555
555
555
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
575
575
575
575
580
580
580
580
580
580
585
585
585
585
585
590
590
595
570
570
570
570
570
570
575
580
POOL
OBSCURE
OBSCURE
SIG
N
MH
MH
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
MH
MH
SIG
N MH
LEGEND FOR GROUND CONTOUR ILLUSTRATING VARIATION ABOVE TUNNELS
PGL PGL
20’ 20’
49.98’
49.8’ 49.8’
81.5’ 81.5’
50.01’
SOUTHBOUND NORTHBOUND
L1L2L3L4L5L6L7
NB 50
+00
NB 55
+00
NB 60
+00
NB 65
+00
NB 70
+00
NB 70
+38
NB 51+
00
NB 52
+00
NB 53
+00
NB 54
+00
NB 56
+00
NB 57
+00
NB 58
+00
NB 59
+00
NB 61+
00
NB 62
+00
NB 63
+00
NB 64
+00
NB 66
+00
NB 67+00
NB 68+00
NB 69+00
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
TUNNEL
EXISTING EXPLORATORY
HIGHWAY TUNNEL
SOUTHBOUND
HIGHWAY TUNNEL
NORTHBOUND42
U.S.
C-005
DRAWING NO.
0
SCALE: 1"=100’-0"
50’ 100’ 200’ 300’
PR
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NO.
DA
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216
225
J.
Prada
DE
SIG
NE
D
BY
7/19/06
7/19/06
7/19/06
D.
Watso
n
R.
Bla
nchard
D. Javier
SH
AD
OW
WO
OD
LA
NE
SHADOW WOOD DRIVE
AS SEEN ON DRAWINGS C-002 THROUGH C-006
ESTATE
DRUMANARD
SUBDIVISION
SHADOW WOOD
SUBDIVISION
BRIDGE POINTE
NUMBERS:
PROJECT
COUNTY OF
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
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COUNTY OF ITEM NO. SHEET NO.
C005.dgn
FIL
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wanglin
US
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12/9/2011
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DR
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NO.:
C-005
JEFFERSON
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
KEY PLAN
JEFFERSON
PROJECT GRADE LINE
SOUTHBOUND TUNNEL
PROJECT GRADE LINE
NORTHBOUND TUNNEL
C-006
DRAWING 1 OF 5
C-007
DRAWING 2 OF 5
C-008
DRAWING 3 OF 5
C-009
DRAWING 4 OF 5
C-010
DRAWING 5 OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
PRELIMINARY - NOT FOR CONSTRUCTION
40’ CONSTANT PILLAR WIDTH
PILLAR WIDTH 40’
DATE NO. REVISION APPR.
0
-
570
575
580
585
585
575
585
590
575
575
580
580
530
580
575
565
570
570
565
KEY PLAN
THIS DRAWING 2 OF 5 3 OF 54 OF 5
5 OF 5
1 OF 5
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
C-006
DRAWING NO.
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
L1
L2L4L3
L1
L2L4
L3
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
NB 53
+60
NB 53
+40
NB 53
+20
NB 53
+00
NB 52
+80
NB 52
+60
NB 52
+40
NB 52
+20
NB 52
+00
NB 51+
80
NB 51+
60
NB 51+
40
NB 51+
20
NB 51+
00
NB 50
+80
NB 50
+60
NB 50
+40
NB 50
+20
NB 50
+00
NB 49
+80
NB 49
+60
NB 49
+40
NB 49
+20
NB 49
+00
NB 48
+80
EL. 495.83
EL. 496.50
EL. 497.17
EL. 497.84
EL. 498.51
EL. 499.18
EL. 499.85
EL. 500.52
EL. 501.
20
EL. 501.
87
EL. 502.54
EL. 503.21
EL. 503.88
EL. 504.55
EL. 505.22
EL. 505.89
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA.
NB 53
+40) - S
EE
DR
AWIN
G 2
OF 5
MA
TC
HLIN
E (S
TA.
NB 53
+40) - S
EE
DR
AWIN
G 2
OF 5
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C006.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-006
1 OF 5
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
JEFFERSON
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
SHOWN ON PROFILE, REFER TO DRAWING C-005.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
VERTICAL ALIGMENT
PLAN
PRELIMINARY - NOT FOR CONSTRUCTION
NB 53
+00
NB 52
+00
NB 51+
00
NB 50
+00
DATE NO. REVISION APPR.
0
-
CANOPY
HIGHWAY TUNNEL
TUNNEL PORTAL
NORTHBOUND HIGHWAY
PROJECT GRADE LINE
NORTHBOUND HIGHWAY TUNNEL
CENTERLINE
HIGHWAY TUNNEL
TUNNEL
NORTHBOUND HIGHWAY
EXCAVATION LINE OF
3.35% GRADE
GROUND SURFACE
PORTAL CANOPY
ROAD SURFACE
FUTURE NORTHBOUND HIGHWAY
585
595
570
575
580
580
585
570
575
570
570
570
570
570
565
565
570
575
575
575
575
580
580
585
590
590
570
570
570
565
565
570
570
580
585
585
595
KEY PLAN
1 OF 5
2 OF 5
3 OF 54 OF 5
5 OF 5
THIS DRAWING
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
C-007
DRAWING NO.
L1
L2L3
L4
L1L2L3L4L1
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
NB 58
+00
NB 57
+80
NB 57
+60
NB 57
+40
NB 57
+20
NB 57
+00
NB 56
+80
NB 56
+60
NB 56
+40
NB 56
+20
NB 56
+00
NB 55
+80
NB 55
+60
NB 55
+40
NB 55
+20
NB 55
+00
NB 54
+80
NB 54
+60
NB 54
+40
NB 54
+20
NB 54
+00
NB 53
+80
NB 53
+60
NB 53
+40
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA.
NB 58
+00) - S
EE
DR
AWIN
G 3
OF 5
MA
TC
HLIN
E (S
TA.
NB 58
+00) - S
EE
DR
AWIN
G 3
OF 5
MA
TC
HLIN
E (S
TA.
NB 53
+40) - S
EE
DR
AWIN
G 1
OF 5
MA
TC
HLIN
E (S
TA.
NB 53
+40) - S
EE
DR
AWIN
G 1
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C007.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-007
2 OF 5
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-005.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
NB 58
+00
NB 57
+00
NB 56
+00
NB 55
+00
NB 54
+00
DATE NO. REVISION APPR.
0
-
PROJECT GRADE LINE
NORTHBOUND HIGHWAY TUNNEL
TUNNEL
NORTHBOUND HIGHWAY
EXCAVATION LINE OF
CENTERLINE
HWY TUNNEL
ROAD SURFACE
FUTURE NORTHBOUND HIGHWAY
3.35% GRADE
GROUND SURFACE
EL. 480.47
EL. 481.
11
EL. 481.
77
EL. 482.43
EL. 483.10
EL. 483.77
EL. 484.44
EL. 485.11
EL. 485.78
EL. 486.45
EL. 487.12
EL. 487.79
EL. 488.46
EL. 489.13
EL. 489.80
EL. 490.47
EL. 491.
14
EL. 491.
81
EL. 492.48
EL. 493.15
EL. 493.82
EL. 494.49
EL. 495.16
EL. 495.83
535
565
565
KEY PLAN
5 OF 5
4 OF 5
3 OF 5
2 OF 51 OF 5THIS DRAWING
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
C-008
DRAWING NO.
L1
L2
L3
L4
L1
L2
L3L4
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
NB 62
+60
NB 62
+40
NB 62
+20
NB 62
+00
NB 61+
80
NB 61+
60
NB 61+
40
NB 61+
20
NB 61+
00
NB 60
+80
NB 60
+60
NB 60
+40
NB 60
+20
NB 60
+00
NB 59
+80
NB 59
+60
NB 59
+40
NB 59
+20
NB 59
+00
NB 58
+80
NB 58
+60
NB 58
+40
NB 58
+20
NB 58
+00
NB 57
+80
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA.
NB 62
+40) - S
EE
DR
AWIN
G 4
OF 5
MA
TC
HLIN
E (S
TA.
NB 62
+40) - S
EE
DR
AWIN
G 4
OF 5
MA
TC
HLIN
E (S
TA.
NB 58
+00) - S
EE
DR
AWIN
G 2
OF 5
MA
TC
HLIN
E (S
TA.
NB 58
+00) - S
EE
DR
AWIN
G 2
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C008.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-008
3 OF 5
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-005.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
NB 62
+00
NB 61+
00
NB 60
+00
NB 59
+00
NB 58
+00
DATE NO. REVISION APPR.
0
-
LINE
TUNNEL PROJECT GRADE
NORTHBOUND HIGHWAY
CENTERLINE
HWY TUNNEL
TUNNEL
NORTHBOUND HIGHWAY
EXCAVATION LINE OF
GROUND SURFACE
ROAD SURFACE
FUTURE NORTHBOUND HIGHWAY
3.35% GRADE
EL. 468.77
EL. 469.21
EL. 469.64
EL. 470.09
EL. 470.55
EL. 471.
02
EL. 471.
49
EL. 471.
98
EL. 472.48
EL. 472.98
EL. 473.50
EL. 474.03
EL. 474.56
EL. 475.11
EL. 475.67
EL. 476.23
EL. 476.81
EL. 477.39
EL. 477.99
EL. 478.59
EL. 479.21
EL. 479.83
EL. 480.47
526.1
530
530
KEY PLAN
5 OF 5
4 OF 5
THIS DRAWING
3 OF 52 OF 51 OF 5
CENTERLINE
HWY TUNNEL
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
GROUND SURFACE
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
C-009
DRAWING NO.
L1
L2
L3L4
L1L2
L3L4
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
TUNNEL
NORTHBOUND HIGHWAY
EXCAVATION LINE OF
NB 67
+00
NB 66
+80
NB 66
+60
NB 66
+40
NB 66
+20
NB 66
+00
NB 65
+80
NB 65
+60
NB 65
+40
NB 65
+20
NB 65
+00
NB 64
+80
NB 64
+60
NB 64
+40
NB 64
+20
NB 64
+00
NB 63
+80
NB 63
+60
NB 63
+40
NB 63
+20
NB 63
+00
NB 62
+80
NB 62
+60
NB 62
+40
LINE
TUNNEL PROJECT GRADE
NORTHBOUND HIGHWAY
MA
TC
HLIN
E (S
TA.
NB 67
+00) - S
EE
DR
AWIN
G 5
OF 5
MA
TC
HLIN
E (S
TA.
NB 67
+00) - S
EE
DR
AWIN
G 5
OF 5
MA
TC
HLIN
E (S
TA. 62
+40) - S
EE
DR
AWIN
G 3
OF 5
MA
TC
HLIN
E (S
TA. 62
+40) - S
EE
DR
AWIN
G 3
OF 5
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C009.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-009
4 OF 5
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
JEFFERSON
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
SHOWN ON PROFILE, REFER TO DRAWING C-005.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
NB 67
+00
NB 66
+00
NB 65
+00
NB 64
+00
NB 63
+00
DATE NO. REVISION APPR.
0
-
ROAD SURFACE
FUTURE NORTHBOUND HIGHWAY
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
EL. 461.
65
EL. 461.
85
EL. 462.06
EL. 462.29
EL. 462.52
EL. 462.76
EL. 463.01
EL. 463.27
EL. 463.54
EL. 463.82
EL. 464.11
EL. 464.41
EL. 464.72
EL. 465.04
EL. 465.37
EL. 465.71
EL. 466.06
EL. 466.41
EL. 466.79
EL. 467.16
EL. 467.55
EL. 467.95
EL. 468.36
EL. 468.77
1.11% GRADE
RADIUS = 40565.04 FEET
516.7
520.3 5
22.3
525
530
KEY PLAN
1 OF 5 2 OF 5 3 OF 5
4 OF 5
5 OF 5
THIS DRAWING
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
C-010
DRAWING NO.
L1L2
L3L4
L1L2
L3 L4
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
TUNNEL END FACE
NORTHBOUND HIGHWAY
CANOPY
HIGHWAY TUNNEL
NORTHBOUND
TUNNEL PORTAL
NORTHBOUND HIGHWAY
NB 71+
60
NB 71+
40
NB 71+
20
NB 71+
00
NB 70
+80
NB 70
+60
NB 70
+40
NB 70
+20
NB 70
+00
NB 69
+80
NB 69
+60
NB 69
+40
NB 69
+20
NB 69
+00
NB 68
+80
NB 68
+60
NB 68
+40
NB 68
+20
NB 68
+00
NB 67
+80
NB 67
+60
NB 67
+40
NB 67
+20
NB 67
+00
CENTERLINE
HWY TUNNEL
LINE
TUNNEL PROJECT GRADE
NORTHBOUND HIGHWAY
MA
TC
HLIN
E (S
TA.
NB 67
+00) - S
EE
DR
AWIN
G 4 of
5
MA
TC
HLIN
E (S
TA.
NB 67
+00) - S
EE
DR
AWIN
G 4
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C010.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
C-010
5 OF 5
PLAN AND PROFILE
NORTHBOUND HIGHWAY TUNNEL
JEFFERSON
SH
AD
OW
WO
OD
LA
NE
SHOWN ON PROFILE, REFER TO DRAWING C-005.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTIONN
B 69
+00
NB 68
+00
NB 67
+00
NB 70
+00
NB 70
+38
DATE NO. REVISION APPR.
-
0
NORTHBOUND HIGHWAY TUNNEL
EXCAVATION LINE OF
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
RADIUS = 40565.04 FEET
NB 67
+33.58
EL. 448.95
PORTAL CANOPY
EL. 459.89
EL. 459.77
EL. 459.82
EL. 459.87
EL. 459.93
EL. 460.01
EL. 460.09
EL. 460.18
EL. 460.29
EL. 460.40
EL. 460.52
EL. 460.65
EL. 460.80
EL. 460.94
EL. 461.
12
EL. 461.
30
EL. 461.
47
EL. 461.
65
0.30% GRADE
ROAD SURFACE
FUTURE NORTHBOUND HIGHWAY
GROUND SURFACE
445
451.3
455.0
456.4
456.9
457.8
459.1
458.8
458.8
458.5
460.4
460
460
461.8
465
465.5
470
475
475490500
505
505
506.7
510
511.2
515
515
516.7
518.9
520.3
520
520
522.3
525.1
525.1
524.9
524.8
525
525
525
526.1
526.5
528.5
528.9
528.7
528.6
530
530
530
530
530
530
530.7
530.7
531.3
532.3
532.7
535.2
535
535
535
535
536.6
537.5
538.4
538.7
539.0
539.5
540
540
540
540
540
539.9
539.6
540
540
540.9
543.3
545
545
545
544.5
545
545
545
547.1
547.3
546.9
547.9548.9
549.9
550
550
550
550
550
550
552.3
555.1
555.1
554.7
555
559.2
558.9
560
560
560
565
564.8
565
565
565
565
565
566.8
569.2
570
570.2
570
570
574.5
575
574.7
575
575
575
575.9
575.7
577.2
578.8580
582.9
585
584.6
584.6
585
585
585
585
587.2
587.2
586.8
587.6
589.0
588.7
590
590
590
590
590
590
590.9
592.4
591.7
592.8
593.4
593.5
594.9
595
596.2
596.4
597.2
597.2
597.1
597.3
597.6
597.7
598.3
598.5
600
600
600.6
600.9
601.3
604.4
605
608.3
614.5
615
565
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
570
575
575
580
580
580
585
585
585
595
600
600
605
575
585
590
595
550
570
585
565
565
570
570
570
575
575
575
580
580
580
585
585
585
585
590
590
570
575
575
575
580
590
605
585
595
590
580
530
595
580
575
560
560
570
570
570
570
570
570
565
530
530
530
535
535
540
540
540
545
545
545
545
545
550
550
550
550
555
555
555
555
555
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
575
575
575
575
580
580
580
580
580
580
580
585
585
585
590
590
590
595
595
570
570
575
575
575
575
575
570
560
570
570
570
565
565
535
535 5
40
540
545
550
550
550
555
555
555
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
575
575
575
575
580
580
580
580
580
580
585
585
585
585
585
590
590
595
570
570
570
570
570
570
575
580
POOL
OBSCURE
OBSCURE
SIG
N
MH
MH
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
MH
MH
SIG
N MH
LEGEND FOR GROUND CONTOUR ILLUSTRATING VARIATION ABOVE TUNNELS
PGL PGL
20’ 20’
49.98’
49.8’ 49.8’
81.5’ 81.5’
50.01’
SOUTHBOUND NORTHBOUND
L1L2L3L4L5L6L7
SB 50
+00
SB 55
+00
SB 60
+00
SB 65
+00
SB 70
+00
SB 70
+50
SB 51+
00
SB 52
+00
SB 53
+00
SB 54
+00
SB 56
+00
SB 57
+00
SB 58
+00
SB 59
+00
SB 61+
00
SB 62
+00
SB 63
+00
SB 64
+00
SB 66
+00
SB 67+00
SB 68+00
SB 69+00
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
TUNNEL
EXISTING EXPLORATORY
HIGHWAY TUNNEL
SOUTHBOUND
HIGHWAY TUNNEL
NORTHBOUND
42
U.S.
C-011
DRAWING NO.
0
SCALE: 1"=100’-0"
50’ 100’ 200’ 300’
SHADOW WOOD DRIVE
SH
AD
OW
WO
OD
LA
NE
PR
OJ
EC
T
NO.
DA
TE 7/19/06
216
225
J.
Prada
DE
SIG
NE
D
BY
7/19/06
7/19/06
7/19/06
D.
Watso
n
R.
Bla
nchard
D. Javier
AS SEEN ON DRAWINGS C-008 THROUGH C-012
SUBDIVISION
BRIDGE POINTE
SUBDIVISION
SHADOW WOOD
ESTATE
DRUMANARD
NUMBERS:
PROJECT
COUNTY OF
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
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DA
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DA
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COUNTY OF ITEM NO. SHEET NO.
C011.dgn
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wanglin
US
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12/9/2011
DA
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DR
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NO.:
C-011
JEFFERSON
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
KEY PLAN
JEFFERSON
RAMP
B
RAMP
A
PROJECT GRADE LINE
NORTHBOUND TUNNEL
PROJECT GRADE LINE
SOUTHBOUND TUNNEL
C-014
DRAWING 3 OF 5
C-015
DRAWING 4 OF 5
C-016
DRAWING 5 OF 5
C-013
DRAWING 2 OF 5
C-012
DRAWING 1 OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
PRELIMINARY - NOT FOR CONSTRUCTION
40’ CONSTANT PILLAR WIDTH
DATE NO. REVISION APPR.
0
-
PILLAR WIDTH 40’
PILLAR WIDTH 40’
575
580
580
585
585
585
595
530
580
575
560
560
570
565
565
565
560
570
570
565
565
KEY PLAN
1 OF 5 2 OF 53 OF 5
4 OF 5
5 OF 5THIS DRAWING
SIG
N
SIG
N
SIG
N
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
TUNNEL
EXISTING EXPLORATORY
C-012
DRAWING NO.
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
SB 53
+60
SB 53
+40
SB 53
+20
SB 53
+00
SB 52
+80
SB 52
+60
SB 52
+40
SB 52
+20
SB 52
+00
SB 51+
80
SB 51+
60
SB 51+
40
SB 51+
20
SB 51+
00
SB 50
+80
SB 50
+60
SB 50
+40
SB 50
+20
SB 50
+00
SB 49
+80
SB 49
+60
SB 49
+40
SB 49
+20
SB 49
+00
SB 48
+80
EXPLORATORY TUNNEL
EXISTING INVERT OF
L4
L5
L6
L7
L4L5
L6L7
SOUTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA. S
B 53
+40) - S
EE
DR
AWIN
G 2
OF 5
MA
TC
HLIN
E (S
TA. S
B 53
+40) - S
EE
DR
AWIN
G 2
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
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COUNTY OF ITEM NO. SHEET NO.
C012.dgn
FIL
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NA
ME:
wanglin
US
ER:
12/9/2011
DA
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DR
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NO.:
C-012
1 OF 5
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-011.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
CANOPY
HWY TUNNEL
TUNNEL PORTAL
SOUTHBOUND HIGHWAY
CENTERLINE
HWY TUNNEL
PROJECT GRADE LINE
SOUTHBOUND HIGHWAY TUNNEL
SB 50
+00
SB 51+
00
SB 52
+00
SB 53
+00TUNNEL
SOUTHBOUND HIGHWAY
EXCAVATION LINE OF
GROUND SURFACE
PORTAL CANOPY
3.35 % GRADE
ROAD SURFACE
FUTURE SOUTHBOUND HIGHWAY
EL. 495.83
EL. 496.50
EL. 497.17
EL. 497.84
EL. 498.51
EL. 499.18
EL. 499.85
EL. 500.52
EL. 501.
20
EL. 501.
87
EL. 502.54
EL. 503.21
EL. 503.88
EL. 504.55
EL. 505.22
EL. 505.89
545
565
585
570
570
570
560
565
570 575
575
570
570
565
570
580
585
KEY PLAN
1 OF 5 2 OF 53 OF 5
4 OF 5
5 OF 5THIS DRAWING
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
TUNNEL
EXISTING EXPLORATORY
EXPLORATORY TUNNEL
EXISTING INVERT OF
C-013
DRAWING NO.
L4L5
L6
L7L4
L5L6L7
L4L5
L6
L7
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
SB 58
+00
SB 57
+80
SB 57
+60
SB 57
+40
SB 57
+20
SB 57
+00
SB 56
+80
SB 56
+60
SB 56
+40
SB 56
+20
SB 56
+00
SB 55
+80
SB 55
+60
SB 55
+40
SB 55
+20
SB 55
+00
SB 54
+80
SB 54
+60
SB 54
+40
SB 54
+20
SB 54
+00
SB 53
+80
SB 53
+60
SB 53
+40
SOUTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA. S
B 53
+40) - S
EE
DR
AWIN
G 1
OF 5
MA
TC
HLIN
E (S
TA. S
B 58
+00) - S
EE
DR
AWIN
G 3
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
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DA
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DA
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COUNTY OF ITEM NO. SHEET NO.
C013.dgn
FIL
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NA
ME:
wanglin
US
ER:
12/9/2011
DA
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DR
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NO.:
C-013
2 OF 5
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-011.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
CENTERLINE
HWY TUNNEL
PROJECT GRADE LINE
SOUTHBOUND HIGHWAY TUNNEL
TUNNEL
SOUTHBOUND HIGHWAY
EXCAVATION LINE OF
SB 54
+00
SB 55
+00
SB 56
+00
SB 57
+00
SB 58
+00
MA
TC
HLIN
E (S
TA. S
B 53
+40) - S
EE
DR
AWIN
G 1
OF 5
GROUND SURFACE
ROAD SURFACE
FUTURE SOUTHBOUND HIGHWAY
EL. 480.47
EL. 481.
11
EL. 481.
77
EL. 482.43
EL. 483.10
EL. 483.77
EL. 484.44
EL. 485.11
EL. 485.78
EL. 486.45
EL. 487.12
EL. 487.79
EL. 488.46
EL. 489.13
EL. 489.80
EL. 490.47
EL. 491.
14
EL. 491.
81
EL. 492.48
EL. 493.15
EL. 493.82
EL. 494.49
EL. 495.16
EL. 495.83
3.35% GRADE
532.7
535
545
565
KEY PLAN
4 OF 5
1 OF 5 2 OF 53 OF 5
4 OF 5
5 OF 5THIS DRAWING
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
TUNNEL
EXISTING EXPLORATORY
EXPLORATORY TUNNEL
EXISTING INVERT OF
C-014
DRAWING NO.
L4
L5
L6
L7
L4
L5
L6L7
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
SB 62
+60
SB 62
+40
SB 62
+20
SB 62
+00
SB 61+
80
SB 61+
60
SB 61+
40
NB 61+
20
SB 61+
00
SB 60
+80
SB 60
+60
SB 60
+40
SB 60
+20
SB 60
+00
SB 59
+80
SB 59
+60
SB 59
+40
SB 59
+20
SB 59
+00
SB 58
+80
SB 58
+60
SB 58
+40
SB 58
+20
SB 58
+00
SB 57
+80
SOUTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
MA
TC
HLIN
E (S
TA. S
B 58
+00) - S
EE
DR
AWIN
G 2
OF 5
MA
TC
HLIN
E (S
TA. S
B 62
+40) - S
EE
DR
AWIN
G 4
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
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COUNTY OF ITEM NO. SHEET NO.
C014.dgn
FIL
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ME:
wanglin
US
ER:
12/9/2011
DA
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DR
AWIN
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NO.:
C-014
3 OF 5
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-011.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
LINE
TUNNEL PROJECT GRADE
SOUTHBOUND HIGHWAY
TUNNEL
SOUTHBOUND HIGHWAY
EXCAVATION LINE OF
CENTERLINE
HWY TUNNEL
SB 58
+00
SB 59
+00
SB 60
+00
SB 61+
00
SB 62
+00
MA
TC
HLIN
E (S
TA. S
B 58
+00) - S
EE
DR
AWIN
G 2
OF 5
MA
TC
HLIN
E (S
TA. S
B 62
+40) - S
EE
DR
AWIN
G 4
OF 5
GROUND SURFACE
ROAD SURFACE
FUTURE SOUTHBOUND HIGHWAY
EL. 468.77
EL. 469.21
EL. 469.64
EL. 470.09
EL. 470.55
EL. 471.
02
EL. 471.
49
EL. 471.
98
EL. 472.48
EL. 472.98
EL. 473.50
EL. 474.03
EL. 474.56
EL. 475.11
EL. 475.67
EL. 476.23
EL. 476.81
EL. 477.39
EL. 477.99
EL. 478.59
EL. 479.21
EL. 479.83
EL. 480.47
3.35% GRADE
526.1
532.7
535
535
540
KEY PLAN
1 OF 5 2 OF 53 OF 5
4 OF 5
5 OF 5THIS DRAWING
CENTERLINE
HWY TUNNEL
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
GROUND SURFACE
EXPLORATORY TUNNEL
EXISTING INVERT OF
TUNNEL
EXISTING EXPLORATORY
C-015
DRAWING NO.
L7L6
L4L5
L7 L6
L4L5
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
TUNNEL
SOUTHBOUND HIGHWAY
EXCAVATION LINE OF
SB 67
+00
SB 66
+80
SB 66
+60
SB 66
+40
SB 66
+20
SB 66
+00
SB 65
+80
SB 65
+60
SB 65
+40
SB 65
+20
SB 65
+00
SB 64
+80
SB 64
+60
SB 64
+40
SB 64
+20
SB 64
+00
SB 63
+80
SB 63
+60
SB 63
+40
SB 63
+20
SB 63
+00
SB 62
+80
SB 62
+60
SB 62
+40
SOUTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE
LINE
TUNNEL PROJECT GRADE
SOUTHBOUND HIGHWAY
MA
TC
HLIN
E (S
TA. S
B 62
+40) - S
EE
DR
AWIN
G 3
OF 5
MA
TC
HLIN
E (S
TA. S
B 67
+00) - S
EE
DR
AWIN
G 5
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C015.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
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DR
AWIN
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NO.:
C-015
4 OF 5
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
JEFFERSON
SHOWN ON PROFILE, REFER TO DRAWING C-011.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
MA
TC
HLIN
E (S
TA. S
B 67
+00) - S
EE
DR
AWIN
G 5
OF 5
SB 63
+00
SB 64
+00
SB 65
+00
SB 66
+00
SB 67
+00
MA
TC
HLIN
E (S
TA. S
B 62
+40) - S
EE
DR
AWIN
G 3
OF 5
EL. 461.
65
EL. 461.
85
EL. 462.06
EL. 462.29
EL. 462.52
EL. 462.76
EL. 463.01
EL. 463.27
EL. 463.54
EL. 463.82
EL. 464.11
EL. 464.41
EL. 464.72
EL. 465.04
EL. 465.37
EL. 465.71
EL. 466.06
EL. 466.41
EL. 466.79
EL. 467.16
EL. 467.55
EL. 467.95
EL. 468.36
EL. 468.77
ROAD SURFACE
FUTURE SOUTHBOUND HIGHWAY
RADIUS = 40565.04 FEET
1.11% GRADE
516.7
520.3 5
22.3
1 OF 5 2 OF 53 OF 5
4 OF 5
5 OF 5
THIS DRAWING
HWY TUNNEL CENTERLINE
0
SCALE: 1"=20’-0"
60’40’20’10’
0
SCALE: 1"=20’-0"
60’40’20’10’VERTICAL:
HORIZONTAL:
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
216
225
J.
Prada
G.
Mc
Curle
y
D.
Watso
n
R.
Banchard
EXPLORATORY TUNNEL
EXISTING INVERT OF
EXISTING EXPLORATORY TUNNEL
C-016
DRAWING NO.
L4
L7
L5L6L4
L7
L5L6
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
SB 71+
60
SB 71+
40
SB 71+
20
SB 71+
00
SB 70
+80
SB 70
+60
SB 70
+40
SB 70
+20
SB 70
+00
SB 69
+80
SB 69
+60
SB 69
+40
SB 69
+20
SB 69
+00
SB 68
+80
SB 68
+60
SB 68
+40
SB 68
+20
SB 68
+00
SB 67
+80
SB 67
+60
SB 67
+40
SB 67
+20
SB 67
+00
TUNNEL
END OF EXPLORATORY
LINE
TUNNEL PROJECT GRADE
SOUTHBOUND HIGHWAY
MA
TC
HLIN
E (S
TA. S
B 67
+00) - S
EE
DR
AWIN
G 4
OF 5
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
DATUMDATUM
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
C016.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
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DR
AWIN
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NO.:
C-016
5 OF 5
PLAN AND PROFILE
SOUTHBOUND HIGHWAY TUNNEL
JEFFERSON
SH
AD
OW
WO
OD
LA
NE
SHOWN ON PROFILE, REFER TO DRAWING C-011.
FOR LOCATION OF GROUND CONTOUR ABOVE TUNNEL AS 1.
NOTES:
PLAN
VERTICAL ALIGMENT
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
SB 67
+00
SB 68
+00
SB 69
+00
SB 70
+00
SB 70
+50
TUNNEL
SOUTHBOUND HIGHWAY
EXCAVATION LINE OF
TUNNEL PORTAL
SOUTHBOUND HIGHWAY
TUNNEL CANOPY
SOUTHBOUND HIGHWAY
MA
TC
HLIN
E (S
TA. S
B 67
+00) - S
EE
DR
AWIN
G 4
OF 5
TUNNEL END FACE
SOUTHBOUND HIGHWAY
PORTAL CANOPY
EL. 459.85RADIUS = 40565.04 FEET
GROUND SURFACE
ROAD SURFACE
FUTURE SOUTHBOUND HIGHWAY
EL. 459.77
EL. 459.82
EL. 459.87
EL. 459.93
EL. 460.01
EL. 460.09
EL. 460.18
EL. 460.29
EL. 460.40
EL. 460.52
EL. 460.65
EL. 460.80
EL. 460.94
EL. 461.
12
EL. 461.
30
EL. 461.
47
EL. 461.
65
NB 67
+44.88
EL. 448.95
NORTHBOUND HIGHWAY TUNNEL PROJECT GRADE LINE 0.30% GRADE
532.7
535
535
537.5
538.4
539.0
540
539.9
539.6
540
540.9
545
545
544.5
545
545
547.3
546.9
549.9
550
550
550
560
565
565
565
565
565
566.8
570
570
575
575
575
575.7
580
581.0
582.9
584.6
585.0
585
585
585
585
588.6
587.2
587.2
586.8
587.6
589.0
588.7
590
590
590
590
590.9
592.4
591.7
592.5
592.8
593.4
593.3
593.5
594.9
594.7
595.1
595.0
595
598.5
596.2
596.4
599.8
600
597.2
597.1
597.3
596.7
598.5
597.6
598.5
597.7 598.3
599.0
599.3
598.5
600.1
599.5
600
600
600
600.6
601.3
600.8
604.8
605
605.5
602.9
607.2
604.4
608.4
604.9
605
605
605.7
610.2
609.7
610
606.9
606.7
607.1
611.2
608.3
613.3
613.4
613.3
610.1
610
614.1
610.7
614.7
612.1
617.1
614.5
615
618.9
621.3
622.4
565
570
570
570
570 575575
575
575
575
575
580
580
580
580580
585
585
585
585
585
585
595
570
575
575
580
580
580 585 585
585
595
600
600
605
605
605
605
575
585
590
595
550
570
585
590
570
585
595
590
565
565
570
570
570
575
575
575
580
580580
580
580
585
585
585585
585
590
590590 590595
570
575
575
575
580
590
605
605
585
595
590
580
530
600
595
595
580
575 5
60
560
570
570
570
570
570
570
565
535
540
540
540
545
545
545
545
550
550
550
550
555
555
555
555
555
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565 5
65
565
565
565
570
570
570
570
570
570
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
575
575
575
575
580
580
580
580
580
580
580
580
585
585
585
585
590
590
590
590
590
590
590
595
595
570
570
575
575
575
575
575
580
580
580
580
585
585
585
585
585
590
590
590595595
595
595
595
600 600
605605
580
585
570
560
570
570
570
565
565
535
535
540
545
550
550
550
555
555
555
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
575
575
575
575
580
580
580
580
580
580
580
585
585
585 5
85
585
585
585
585
590
590
595
570
570
570
570
570
570
575
575
580
580
580
585
585
590
590 590
590595
595
600 600
605
605
610
605
605
600
610
610
610
600
605
615
600
605605
605
610
610
610
600
600
600
605
605
610
HHE 405
HHE 407
KTC 04 03 09
KTC 04 03 08
HHE 406
HHE 404
HHE 409
HHE 403
STA 024-2001
HHE 401
HHE 402
NB 50
+00
NB 55+00
NB 60+00
NB 65+00
NB 51+
00
NB 52+00
NB 53+00
NB 54+00
NB 56+00
NB 57+00
NB 58+00
NB 59+00
NB 61+
00
NB 62+00
NB 63+00
NB 64+00
NB 66+00
SB 50
+00
SB 55+00
SB 60+00
SB 51+
00
SB 52+00
SB 53+00
SB 54+00
SB 56+00
SB 57+00
SB 58+00
SB 59+00
SB 61+
00
SB 62+00
SB 63+00
SB 64+00
+
95+00
100+00
105+00
110+00
115+00
120+00
92+0093+00
94+00
96+0097+00
98+00
99+00
101+00
102+00
103+00
104+00
106+00
107+00
108+00
109+00
111+00
112+00
113+00
114+00
116+00
117+00
118+00
119+00
POOL
OBSCURE
OBSCURE
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
109
587.4
MH
MH
MH
SIGN
SIGN
SIGN
MH
SIGN
MH
MH
131
604.0
MH
MH
MH
SIGN
SIGN
SIGNSIGN
MH
MH
0
SCALE: 1"=100’-0"
300’200’100’50’
LEGEND:
SURVEY MONUMENT
ACCESS RAMP
EXPLORATORY TUNNEL
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
CONTROL OVER THE PROJECT AREA.
USING THE AVERAGE GRID FACTORS FROM THE PRIMARY SURVEY
THE PROJECT GRID FACTOR IS 1.000057632 AND WAS OBTAINED BY
.U.S. SURVEY FEETNORTH ZONE AND IN
COORDINATES ARE BASED ON STATE PLANE COORDINATE SYSTEM
GPS METHODS AND ADJUSTED TO THE NATIONAL NAD83/FBN SYSTEM.
COORDINATES FOR HORIZONTAL CONTROL WERE OBTAINED FROM
COORDINATE SYSTEM
OF THE BENCHMARK IS AS FOLLOWS:
IS THE BASIS OF ELEVATION FOR THIS PROJECT. THE LOCATION
MARK "V 49". THE ELEVATION USED FOR THIS MARK IS 470.38 AND
ELEVATIONS WERE DERIVED FROM NGS/USGS VERTICAL CONTROL
BASIS OF ELEVATIONS
IS SET IN CONCRETE OF UNKNOWN DEPTH. STABILITY UNCERTAIN.
MARKED "LEIGH LS1776" AT MAG AZ 69 DEGREES 46.49’. NOTE--DISC
MAG AZ 311 DEGREES 35.07’, 5/8 INCH REBAR WITH PLASTIC CAP
BRICK TOWER AT MAG AZ 235 DEGREES 45.08’, METAL SIGN POST AT
BRICK TOWER AT MAG AZ 251 DEGREES 43.60’, SOUTHEAST CORNER
TRACKS AT MAG AZ 345 DEGREES 62.89’, NORTHEAST CORNER OF
AT MAG AZ 60 DEGREES 172.41’, CENTERLINE OF INTERSECTION OF
TRACKS ARE WEST 35.07’, CENTERLINE OF INDUSTRIAL BOULEVARD
GUIDE BASE ON LNI RAILROAD. CENTERLINE OF LNI RAILROAD
STATION ON RIGHT. STATION IS SET FLUSH IN CONCRETE SWITCH
SOUTHWEST ONTO GRAVEL ROAD TO OLD BRICK TOWER AND
BOULEVARD. ACROSS FIRST SET OF RR TRACKS THEN TURN
0.1 MILE TO INDUSTRIAL BOULEVARD. THEN SOUTH ON INDUSTRIAL
THEN, SOUTHEAST ON CHARLESTOWN/NEW ALBANY PIKE. THEN
0.2 MILE EAST ON S.R. 131 TO CHARLESTOWN/NEW ALBANY PIKE.
ON THE LNI RAILROAD LINE. FROM S.R. 131 AND I-65 (EXIT 4), GO
MONUMENT "V 49" IS ABOUT 3.2 MILES NORTH OF CLARKSVILLE, IN
RAMP B
RAMP A
G-005
DRAWING NO.
TUNNEL CENTERLINE
NORTHBOUND HIGHWAY
TUNNEL CENTERLINE
SOUTHBOUND HIGHWAY
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
TUNNEL
EXPLORATORY
EXISTING
587.40
575.14
MONUMENTS
ELEV (FT)OFFSET
604.04
KTC 04 03 08
KTC 04 03 09
STA 024-2001
EASTINGMONUMENT NORTHINGSTATION
HHE 401
HHE 402
HHE 403
HHE 405
HHE 406
HHE 407
HHE 409
604.50
606.87
600.17
566.50
590.40
572.63
598.80
435.37PP 106
KY 841 ALIGNMENT
CURVE DATA:
1253663.1970EASTING:
311378.1208NORTHING:
CENTER OF CURVE:
126+18.87PT STA.:
104+48.98PI STA.:
82+14.14PC STA.:
LC KY 841 ALIGNMENT
SUBDIVISION
BRIDGE POINT
ESTATE
DRUMANARD
US 42
1253663.1970EASTING:
311378.1208NORTHING:
CENTER OF CURVE:
SB 70+60.22PT STA.:
SB 48+76.71PI STA.:
SB 26+27.85PC STA.:
TUNNEL ALIGNMENT
SOUTHBOUND HIGHWAY
CURVE DATA:
1253663.1970EASTING:
311378.1208NORTHING:
CENTER OF CURVE 2:
NB 70+35.04PT-2 STA.:
NB 65+93.61PI-2 STA.:
NB 60+72.46PC-2 STA.:
1253814.4295EASTING:
311319.7266NORTHING:
CENTER OF CURVE 1:
NB 60+72.46PT-1 STA.:
NB 55+54.68PI-1 STA.:
NB 50+38.31PC-1 STA.:
NORTHBOUND HIGHWAY TUNNEL ALIGNMENT
CURVE DATA:
HHE 401
HHE 402
HHE 403
HHE 406
KTC 04 03 09
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G005.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-005
1 OF 2
AND SURVEY TIES
INDEX SITE MAP, CONTROL POINTS
JEFFERSON
MA
TC
HLIN
E - S
EE
DR
AWIN
G
G-006
STA 024-2001
NORTH PORTAL
SOUTH PORTAL
DETERMINED DURING FINAL DESIGN.
SOUTH PORTAL LOCATIONS AND ELEVATIONS TO BE 3.
CONSTRUCTION OF THE EXPLORATORY TUNNEL.
THE RELOCATION OF THE US 42 RAMPS AND THE
PROJECT CONSTRUCTION INCLUDING BUT NOT LIMITED TO
THE CURRENT MONUMENT LOCATION ARE IMPACTED BY THE
ADDITIONAL MONUMENTS MAY NEED TO BE INSTALLED IF 2.
CONTROL SURVEY REPORT PROVIDED BY H.W. LOCHNER.
TUNNELS ARE BASED ON THE PHOTOGRAMMETRIC GROUND
MONUMENTS SHOWN IN THE VICINITY OF THE HIGHWAY 1.
NOTES:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
-
0
(SEE NOTE 3)
ELEVATION 505.86’
EASTING 1247278.8314
NORTHING 303007.4293
SURVEY CONTROL POINT (SCP-NB)
(SEE NOTE 3)
ELEVATION 506.64’
EASTING 1247219.1528
NORTHING 302928.8834
SURVEY CONTROL POINT (SCP-SB)
56.29 LKY 841 92+32.69 302168.8160 1248363.1149
KY 841 95+52.23 0.02 R 302379.3407 1248115.0907
KY 841 96+89.36 134.04 L 302337.6201 1247927.2616
KY 841 101+97.38 76.18 R 302793.7808 1247618.0868
KY 841 106+01.55 650.10 L 302451.5212 1246854.3759
KY 841 105+51.88 867.62 L 302245.7107 1246765.9207
KY 841 110+34.39 79.06 L 303177.8607 1246858.5107
KY 841 109+64.27 156.52 R 303314.9107 1247062.4544
KY 841 110+82.59 303.64 R 303501.8855 1247067.6519
KY 841 114+55.35 655.67 R 304000.0746 1247032.7161
KY 841 141+26.92 607.61 L 305067.8607 1244321.7107
423.7
424.3
423.7
424.3
423.8
424.3
425.1
424.8
425
425
425
427.0
428.3
430
430
433.0
434.5
435
440
440
440
444.9
446.2
445.6
446.5
447.4
450
450
455
455
458.6
459.4
459.7
460
423.2424.7
425
426.5
426.5
428.6
428.8
430.1
430
430
431.3
431.2
432.5
432.6
432.9
432.6
435
435
440.7
443.7
445.1
444.9
444.9
445
445.8
446.7
447.2
447.1
449.1
450
451.3
452.4
451.6
451.8
451.9
452.6
453.1
453.8
455
455.5
456.4
456.9
457.8
457.9
459.1
458.8
458.5
460.4
460
463.2
463.0
465465.5
470
470
475
475
480
480
482.4
485
487.2
490
490
495
495
495
495
500
500
500
505.0
505
505
505
505
505
506.7
510
510
510
511.2
510.5
514.2514.2
514.7
515
515
515
515
516.1
516.7
517.0
517.2
518.9
519.3
520.3
520.5
520
520
520
522.3
522.4
523.5
525.1
525.1
524.9
524.8
525.2
525
525
525
525
526.1
526.1
527.1
527.3
526.5
528.5
528.4
528.9
528.7
528.7
530
530
530
530
530
530.7
530.7
531.3
532.3
532.7
535.2
535
535
535
535
536.6
537.5
538.7
539.0
539.5
540
540
540
540
540.9
543.3
545
545
545
547.3
547.9
549.9
550
550
550
555.1
559.2
560
560
565
566.8
57057
0
575
577.2
578.8
580
587.2
593.4
W.S.E.
450.6
W.S.E.
441.4
W.S.E.
430.6
TANK
W.S.E.
450.8
POOL
OBSCURE
OBSCURE
POST
POST
POST
POSTPOST POST
POST POSTPOST
POST
POST
POST
POST POST
SIGN
POST
POST
POSTPOST
MH
MH
MH
MH
SIGN
SIGN
SIGN
SIGN
MH
PP 106
NB 65+00
NB 70+00
NB 70+38
NB 63+00
NB 64+00
NB 66+00
NB 67+00
NB 68+00
NB 69+00
SB 65+00
SB 70+00
SB 70+50
SB 61+
00
SB 62+00
SB 63+00
SB 64+00
SB 66+00
SB 67+00
SB 68+00
SB 69+00
+
+
120+00
125+00
130+00
118+00
119+00
121+00
122+00
123+00
124+00
126+00
127+00
128+00
129+00
LEGEND:
SURVEY MONUMENT
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
CONTROL OVER THE PROJECT AREA.
USING THE AVERAGE GRID FACTORS FROM THE PRIMARY SURVEY
THE PROJECT GRID FACTOR IS 1.000057632 AND WAS OBTAINED BY
.U.S. SURVEY FEETNORTH ZONE AND IN
COORDINATES ARE BASED ON STATE PLANE COORDINATE SYSTEM
GPS METHODS AND ADJUSTED TO THE NATIONAL NAD83/FBN SYSTEM.
COORDINATES FOR HORIZONTAL CONTROL WERE OBTAINED FROM
COORDINATE SYSTEM
OF THE BENCHMARK IS AS FOLLOWS:
IS THE BASIS OF ELEVATION FOR THIS PROJECT. THE LOCATION
MARK "V 49". THE ELEVATION USED FOR THIS MARK IS 470.38 AND
ELEVATIONS WERE DERIVED FROM NGS/USGS VERTICAL CONTROL
BASIS OF ELEVATIONS
IS SET IN CONCRETE OF UNKNOWN DEPTH. STABILITY UNCERTAIN.
MARKED "LEIGH LS1776" AT MAG AZ 69 DEGREES 46.49’. NOTE--DISC
MAG AZ 311 DEGREES 35.07’, 5/8 INCH REBAR WITH PLASTIC CAP
BRICK TOWER AT MAG AZ 235 DEGREES 45.08’, METAL SIGN POST AT
BRICK TOWER AT MAG AZ 251 DEGREES 43.60’, SOUTHEAST CORNER
TRACKS AT MAG AZ 345 DEGREES 62.89’, NORTHEAST CORNER OF
AT MAG AZ 60 DEGREES 172.41’, CENTERLINE OF INTERSECTION OF
TRACKS ARE WEST 35.07’, CENTERLINE OF INDUSTRIAL BOULEVARD
GUIDE BASE ON LNI RAILROAD. CENTERLINE OF LNI RAILROAD
STATION ON RIGHT. STATION IS SET FLUSH IN CONCRETE SWITCH
SOUTHWEST ONTO GRAVEL ROAD TO OLD BRICK TOWER AND
BOULEVARD. ACROSS FIRST SET OF RR TRACKS THEN TURN
0.1 MILE TO INDUSTRIAL BOULEVARD. THEN SOUTH ON INDUSTRIAL
THEN, SOUTHEAST ON CHARLESTOWN/NEW ALBANY PIKE. THEN
0.2 MILE EAST ON S.R. 131 TO CHARLESTOWN/NEW ALBANY PIKE.
ON THE LNI RAILROAD LINE. FROM S.R. 131 AND I-65 (EXIT 4), GO
MONUMENT "V 49" IS ABOUT 3.2 MILES NORTH OF CLARKSVILLE, IN
G-006
DRAWING NO.
TUNNEL CENTERLINE
NORTHBOUND HIGHWAY
TUNNEL CENTERLINE
SOUTHBOUND HIGHWAY
MA
TC
HLIN
E - S
EE
DW
G.
G-005
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
0
SCALE: 1"=100’-0"
300’200’100’50’
SH
AD
OW
WO
OD L
ANE
SHADOW WOOD DRIVE
KY 841 ALIGNMENT
CURVE DATA:
LC KY 841 ALIGNMENT
PROPERTY LINE
DRUMANARD ESTATE
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G006.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-006
2 OF 2
AND SURVEY TIES
INDEX SITE MAP, CONTROL POINTS
JEFFERSON
SOUTH PORTAL
NORTH PORTAL
DETERMINED DURING FINAL DESIGN
NORTH PORTAL LOCATIONS AND ELEVATIONS TO BE 3.
CONSTRUCTION OF THE EXPLORATORY TUNNEL.
THE RELOCATION OF THE US 42 RAMPS AND THE
PROJECT CONSTRUCTION INCLUDING BUT NOT LIMITED TO
THE CURRENT MONUMENT LOCATION ARE IMPACTED BY THE
ADDITIONAL MONUMENTS MAY NEED TO BE INSTALLED IF 2.
CONTROL SURVEY REPORT PROVIDED BY H.W. LOCHNER.
TUNNELS ARE BASED ON THE PHOTOGRAMMETRIC GROUND
MONUMENTS SHOWN IN THE VICINITY OF THE HIGHWAY 1.
NOTES:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
587.40
575.14
MONUMENTS
ELEV (FT)OFFSET
604.04
KTC 04 03 08
KTC 04 03 09
STA 024-2001
EASTINGMONUMENT NORTHINGSTATION
HHE 401
HHE 402
HHE 403
HHE 405
HHE 406
HHE 407
HHE 409
604.50
606.87
600.17
566.50
590.40
572.63
598.80
435.37PP 106
56.29 LKY 841 92+32.69 302168.8160 1248363.1149
KY 841 95+52.23 0.02 R 302379.3407 1248115.0907
KY 841 96+89.36 134.04 L 302337.6201 1247927.2616
KY 841 101+97.38 76.18 R 302793.7808 1247618.0868
KY 841 106+01.55 650.10 L 302451.5212 1246854.3759
KY 841 105+51.88 867.62 L 302245.7107 1246765.9207
KY 841 110+34.39 79.06 L 303177.8607 1246858.5107
KY 841 109+64.27 156.52 R 303314.9107 1247062.4544
KY 841 110+82.59 303.64 R 303501.8855 1247067.6519
KY 841 114+55.35 655.67 R 304000.0746 1247032.7161
KY 841 141+26.92 607.61 L 305067.8607 1244321.7107 1246564.7309EASTING:
303582.3190NORTHING:
CENTER OF CURVE:
PT STA.: NB 68+93.81
PI STA.: NB 59+49.94
PC STA.: NB 50+00.00
TUNNEL ALIGNMENT
NORTHBOUND HIGHWAY
CURVE DATA:
TUNNEL ALIGNMENT
SOUTHBOUND HIGHWAY
CURVE DATA:
1246521.9918EASTING:
303535.9481NORTHING:
CENTER OF CURVE:
SB 69+06.16PT STA.:
PI STA.: SB 59+56.14
PC STA.: SB 50+00.00
1246642.4197EASTING:
303469.0898NORTHING:
CENTER OF CURVE:
126+18.87PT STA.:
104+48.98PI STA.:
82+14.14PC STA.:
105
+00
110
+00
115
+00
120
+00
125+00
103
+00
104
+00
106
+00
107
+00
108
+00
109
+00
111+
00
112
+00
113
+00
114
+00
116
+00
117
+00
118
+00
119
+00
121+
00
122
+00
123+00
124+00
126
+00
127+00
128+00
129+00
SB 50
+00
SB 55
+00
SB 60
+00
SB 65
+00
SB 70
+00
SB 70
+50
SB 51+
00
SB 52
+00
SB 53
+00
SB 54
+00
SB 56
+00
SB 57
+00
SB 58
+00
SB 59
+00
SB 61+
00
SB 62
+00
SB 63
+00
SB 64
+00
SB 66
+00
SB 67+00
SB 68+00
SB 69+00
NB 50
+00
NB 55
+00
NB 60
+00
NB 65
+00
NB 70
+00
NB 70
+38
NB 51+
00
NB 52
+00
NB 53
+00
NB 54
+00
NB 56
+00
NB 57
+00
NB 58
+00
NB 59
+00
NB 61+
00
NB 62
+00
NB 63
+00
NB 64
+00
NB 66
+00
NB 67+00
NB 68+00
NB 69+00
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
G-007
DRAWING NO.
0’
SCALE: 1"=100’-0"
50’ 100’ 200’ 300’
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
SB 68+40
SCP-SB
SCP-NB
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G007.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-007
GENERAL PLAN
HIGHWAY TUNNEL STATIONING
JEFFERSON
BEGINING OF TUNNEL
CROSS PASSAGE #1
CROSS PASSAGE #2
CROSS PASSAGE #3
CROSS PASSAGE #4
END OF TUNNEL
NBNB SB
STATIONS
UPON FINALIZATION OF HIGHWAY ALIGMENT STATIONS.
CENTERLINE WILL BE FINALIZED DURING FINAL DESIGN PHASE D
1. EQUATIONS BETWEEN BORE CENTERLINES AND MAINLINE
NOTES:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
KY 841 ALIGNMENT
CURVE DATA:
1246564.7309EASTING:
303582.3190NORTHING:
CENTER OF CURVE:
PT STA.: NB 68+93.81
PI STA.: NB 59+49.94
PC STA.: NB 50+00.00
TUNNEL ALIGNMENT
NORTHBOUND HIGHWAY
CURVE DATA:
TUNNEL ALIGNMENT
SOUTHBOUND HIGHWAY
CURVE DATA:
1246508.0029EASTING:
303524.6482NORTHING:
CENTER OF CURVE:
SB 69+06.16PT STA.:
PI STA.: SB 59+56.14
PC STA.: SB 50+00.00
1246642.4197EASTING:
303469.0898NORTHING:
CENTER OF CURVE:
126+18.87PT STA.:
104+48.98PI STA.:
82+14.14PC STA.:
END OF TUNNEL
BEGINING OF TUNNEL
KY841 FINAL ALIGNMENT
PROJECT GRADE LINE
NORTHBOUND HIGHWAY TUNNEL
TUNNEL CENTERLINE
NORTHBOUND HIGHWAY
TUNNEL CENTERLINE
SOUTHBOUND HIGHWAY
PROJECT GRADE LINE
SOUTHBOUND HIGHWAY TUNNEL
EASTING: 1246564.7309
NORTHING: 303582.3190
CENTER OF CURVE:
RA
DIU
S=9668.4687 F
EE
T
RA
DIU
S=9731.
5313 F
EE
T
EASTING: 1246521.9918
NORTHING: 303535.9481
CENTER OF CURVE:
RA
DIU
S=9650.6770
FE
ET
RA
DIU
S=9749.3229 F
EE
T
RA
DIU
S=9700.0000
FE
ET
CROSS PASSAGE #1CROSS PASSAGE #2
CROSS PASSAGE #3
CROSS PASSAGE #4
50+29.14
54+16.61
58+04.09
61+91.56
65+79.03
69+73.05
50+29.33
54+19.33
58+09.33
61+99.33
65+89.33
69+85.41
585
585
588.7
590
590
591.7
592.8
594.9
594.7
595
596.2
599.8
597.2
597.1
598.5
599.0
599.3
600.1
600
600
600
600.6
600.8
602.9
607.2
604.4
604.9
610.2
609.7
606.9
606.7
613.3
613.4
613.3
610.1
610
614.1
612.1
565
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
585
585
585
585
595
570
575
575
580
580
580
585
585
585
595
600
600
605
605
605
605
575
585
59059
5
550
570
585
590
570
585
595
590
565
565
570
570
570
575
575
575
580
580
580
580
580
585
585
585
585585
590
590
590
590
595
570
575
575
575580
590
605
605
585
595
590
580
530
600
595
595
580
575
560
560
570
570
570
570
570
570
565
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
575
575
575
575
575
580
580
580
580
585
590
590
570
570
575
575
575
575
575
580
580
580
580
585
585
585
585
585
590
590
590
595
595
595
595
595
600
600
605
605
580
585
570
560
570
570
570
565
565
560
565
565
565
565
565
565
565
570
570
570
570
570
575
580
585
585
595
570
570
570
570
570
570
575
575
580
580
580
585
585
590
590
590
590
595
595
600
600605
605
600
610
600
605
615
600
605
605
605
610
600
600
600
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
SIGN
MH
MH
MH
SIGN
SIGN
SIGNMH
SIGN
MH
MH
MH
SIGN
SSMH
SSMH
SSMH
SSMHSSMH
SSMH
SSMH
SSMH
TANK
RUNOFF SETTLEMENT
SURFACE WATER
24" ENT. PIPE
5,348 C.F. FRBRD
29,414 C.F. PROV’D
27,014 C.F REQ’D
100x53x13
SEDIMENTATION POND
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
RAMP A
RAMP B
US 42
SEWER PIPE
24" STORM
PUMP
G-008
DRAWING NO.
0’
SCALE: 1"=60’-0"
30’ 60’ 120’ 180’
(EXISTING)
LINK FENCE
6’ CHAIN
(EXISTING)
BARRIER FENCE
8’ VISUAL
(EXISTING)
AREA
MUCK TRANSFER
(EXISTING)
ACCESS RAMP
NORTHBOUND HIGHWAY TUNNEL
SOUTHBOUND HIGHWAY TUNNEL
CENTERLINE
TUNNEL
HIGHWAY
NORTHBOUND
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
TUNNEL
EXPLORATORY
EXISTING
SCP-SB
SCP-NB
SEDIMENT POND
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G008.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-008
1 OF 3
SITE BOUNDARY PLAN
JEFFERSON
MA
TC
HLIN
E - S
EE
DR
AWIN
G
G-009
PROVIDED AT A LATER DATE
BOUNDARY PLAN TO BENOTE:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
(EXISTING)
GATE
CHAIN LINK
VEHICULAR
DOUBLE
CENTERLINE
TUNNEL
HIGHWAY
SOUTHBOUND
NB 50
+00
NB 51+
00
NB 52+00
NB 53+00
NB 54+00
NB 55+00
SB 50
+00
SB 51+
00
SB 52+00
SB 53+00
SB 54+00
SB 55+00
505
516.7
520.3
522.3
525
526.1
528.5
528.9
528.7
530
530
530
531.3
532.3
532.7
535
535
535
536.6
537.5
538.4
538.7
539.0
539.5
540
540
540
539.9
539.6
540
540.9
543.3
545
545
545
544.5545
545
547.1
547.3
546.9
549.9
550
550
550
550
555.1
559.2
560
560
565
565
565
565
565
566.8
570
570
577.2
578.8
580
585
587.2
586.8
587.6
589.0
593.4
595
597.6
570
535
540
540
540
545
545
545
545
550
550
550
550
555
555
555
555
555
560
560
560
560
560
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
580
580
580
580
585
585
585
590
590
590
595
595
535
535
540
545
550
550
550
555
555
555
560
560
560
560
560
565
565
565
565
565
565
565
570
570
570
570
570
575
580
580
580
580
585
585
585
585
590
590
595
CENTERLINE
TUNNEL
HIGHWAY
NORTHBOUND
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
G-009
DRAWING NO.
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
0’
SCALE: 1"=60’-0"
30’ 60’ 120’ 180’
TUNNEL
EXPLORATORY
EXISTING
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G009.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-009
2 OF 3
SITE BOUNDARY PLAN
JEFFERSON
MA
TC
HLIN
E - S
EE
DR
AWIN
G
G-010
MA
TC
HLIN
E - S
EE
DR
AWIN
G
G-008
PROVIDED AT A LATER DATE
BOUNDARY PLAN TO BENOTE:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
CENTERLINE
TUNNEL
HIGHWAY
SOUTHBOUND
NB 63+00
NB 64+00
NB 65+00
NB 66
+00
NB 67+00
NB 68+00
NB 69+00
NB 70
+00
NB 70
+38
NB 55+00
NB 56
+00
NB 57+00
NB 58+00
NB 59+00
NB 60
+00
NB 61+
00
NB 62+00
SB 55+00
SB 56
+00
SB 57+00
SB 58+00
SB 59+00
SB 60
+00
SB 61+
00
SB 62+00
SB 63+00
SB 64+00
SB 65+00
SB 66
+00
SB 67+00
SB 68+00
SB 69+00
SB 70
+00
SB 70
+50
425
426.5
426.5
428.6
428.8
430.1
430
431.3
431.2
432.5
432.6
432.9
432.6
435
435
440.7
443.7
444.9
445
445.8
447.2
447.1
450
451.3
451.6
451.9
453.1 453.8
455
456.4
457.9
459.1
460
463.2
463.0
465.5
470
475
475
480
480
482.4
485
487.2
490
490
495
495
495
500
500
500
505.0
505
505
505
505
506.7
510
510
511.2
510.5
514.7
515
515
516.1
516.7
517.0
517.2
518.9
519.3
520.3
520.5
520
520
520
522.3
522.4
523.5
524.9
524.8
525.2
525
525
526.1
527.1
526.5
528.5
528.4
528.9
528.7
530.7
530.7
531.3
532.3
535.2
536.6
539.5
545
555.1
CENTERLINE
TUNNEL
HIGHWAY
NORTHBOUND
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
G-010
DRAWING NO.
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
0’
SCALE: 1"=60’-0"
30’ 60’ 120’ 180’
PORTAL CANOPY
MA
TC
HLIN
E - S
EE
DR
AWIN
G
G-009
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G010.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-010
3 OF 3
SITE BOUNDARY PLAN
JEFFERSON
PROVIDED AT A LATER DATE
BOUNDARY PLAN TO BENOTE:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
PORTAL CANOPY
CENTERLINE
TUNNEL
HIGHWAY
SOUTHBOUND
SB 68+00
SB 69+00
SB 70
+00
SB 70
+50
NB 68+00
NB 69+00
NB 70
+00
NB 70
+38
585
60056
5
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
575
575
580
580
585
585
595
600
600
605
575
585
59059
5
550
570
585
565
565
570
570
570
575
575
575
580
580
580
580
580
585
585
585
585
590
590
590
575
575580
605
585
595
590
580
530
595
580
575
560
560
570
565
565
565
565
565
565
580
575
575
575
580
580
570
560
565
565
570
570
575
575 EXI
ST US
42 E
NTRANCE RAMP
JBJB
EXPLORATORY TUNNEL
CHAIN LINK GATE
DOUBLE VEHICULAR
BARRIER FENCE
8’ VISUAL
LINK FENCE
8’ CHAIN
TANK
RUNOFF SETTLEMENT
SURFACE WATER
LOCATION
SUPPLY
POWER
WORKSITE
CONTRACTOR’S
TELEPHONE
LG&E TRANSFORMER
SWITCH
MAIN DISCONNECT
VENTILATION FAN
24" ENT. PIPE
HYDRANT
BARRIER WALL
CONCRETE
TEMPORARY
BASINSEDIMENTATIO
N
5,348 C.F. FRBRD
29,414 C.F. PROV’D
27,014 C.F REQ’D
100x53x13
SEDIMENTATION POND
BARRIER WALLCONCRETETEMPORARY
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
NORTHBOUND HIGHWAY TUNNEL
SOUTHBOUND HIGHWAY TUNNEL
CENTERLINE
TUNNEL
HIGHWAY
SOUTHBOUND
CENTERLINE
TUNNEL
HIGHWAY
NORTHBOUND
G-011
DRAWING NO. COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G011.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-011
SOUTH PORTAL
SCHEMATIC CONSTRUCTION SITE LAYOUT
JEFFERSON
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
TUNNEL
EXPLORATORY
EXISTING
EXISTING EXPLORATORY TUNNEL
0’
SCALE: 1"=25’-0"
25’ 50’ 75’
RAMP B
RAMP A
US 42
TO PROVIDE VISUAL SCREEN
VEGETATION LEFT IN PLACE
TRANSFER AREA
TO MUCK
(EXISTING)
ACCESS RAMP
CANOPY
PORTAL
CANOPY
PORTAL
WITH OTHERS AND PROVIDED AT A LATER DATE.
CONSTRUCTION SITE LAYOUT TO BE COORDINATED NOTE:
WITH BOLLARD PROTECTION
WATER/ FIRE HYDRANT
METHODS.
PROVIDE FINAL LAYOUT BASED ON HIS MEANS AND
SITE LAYOUT IS SCHEMATIC AND CONTRACTOR IS TO
FOR CLARITY.
GROUND CONTOURS WITHIN SITE LIMIT ARE OMITTED
2.
1.
NOTES:
(EXISTING)
AREA
TURN-AROUND
VEHICLE
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
NB 50
+00
SCP-NB
SCP-SB
NB 53+00
NB 52+00
NB 51+
00
SB 50
+00
SB 51+
00
SB 53+00
SB 52+00
487.2
500
506.7
511.2515
516.7
520.3
520
520
520
522.3
524.8
525.2
525
528.9
530.7
532.3
MH
SIGN
SIGN
MH
CENTERLINE
TUNNEL
HIGHWAY
SOUTHBOUND
CENTERLINE
TUNNEL
HIGHWAY
NORTHBOUND
G-012
DRAWING NO.
0’
SCALE: 1"=25’-0"
25’ 50’ 75’
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
PR
OJ
EC
T
NO.
DA
TE
216
225
DE
SIG
NE
D
BY
COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G012.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-012
NORTH PORTAL
SUGGESTED CONSTRUCTION SITE LAYOUT
JEFFERSON
SHADOW WOOD DRIVE
SH
AD
OW
WO
OD
LA
NE
SB 69+00
NB 69+00
PORTAL CANOPY
PORTAL CANOPY
ESTATE PROPERTY LINE
EXISTING DRUMANARD
SB 68+00
NB 68+00
WITH OTHERS AND PROVIDED AT A LATER DATE.
CONSTRUCTION SITE LAYOUT TO BE COORDINATED NOTE:
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
NB 70
+00
NB 70
+00
SB 70
+00
SB 70
+50
POOL
POOL
OBSCURE
OBSCURE
MH
MH
MH
SIGN
SIGN
SIGN
SIGN
SIGN
MH
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
MH
MH
MH
SIGN
MH
G-013
DRAWING NO.
0’
SCALE: 1"=100’-0"
50’ 100’ 200’ 300’
PR
OJ
EC
T
NO.
DA
TE
7/19/06
216
255
D.
O’N
eill
DE
SIG
NE
D
BY
7/19/06
7/19/06
7/19/06
D.
Watso
n
R.
Bla
nchard
D. Javier
SOTERIA, INC.
PRINCE
SHARON
SOTERION CORPORATION
SOTERION CORPORATION
SOTERION CORPORATION
SOTERION CORPORATION
DAVIES
THOMAS & TONI
PARTNERSHIP
FERRIELL LORENZ BROWNSBORO
OLSON
SHIRLEY G.
HARPER
ROWE & KAY
(HUSBAND & WIFE)
& MARGARET E. KEANE
GREGORY R. MASTERSON
DIANA L. NEMEC (WIFE)
BRENT L. NEMEC &
JO ANN C. OVERTON
FRANK G. OVERTON &
BRONSKY
BETTY
SCHMIDT
REGINA H.
SCHMIDT
REGINA H.HOBBS
WATERBURY
SANDRA WIFE)
(HUSBAND &
HEIMAN
BRUCE M.
BEATY &
JO ELAINE
US 42
SH
AD
OW
WO
OD
LA
NE
SHADOW WOOD DRIVE
RAMP A
RAMP B
WETSCH
CAROLYN
ERIC &
VAUGHN
DORIS
EDGAR &
JACKSON
JANET
ROBERT &
GEORGE
SARA
ROBERT &
REZNIKOFF
SHERMAN
VICKISELL
ANNE
WINIFRED
HARRISON
& SARA
HARRISON
HARRIET
HENRY &
MIOZZA
ELIZABETH
PAUL &
LAVELLE
JOYCE
JAMES &
CITY OF PROSPECT
ASSOC. INC C/O
HOMEOWNERS
BRIDGEPOINTE
BREIT
PAULETTE
LOUIS F. &
KALINA (WIFE)
DENISE A.
IAN S. KALINA &
(HUSBAND & WIFE)
JOYCE FLEITZ
FLEITZ & PENNY
JOSEPH MICHAEL
(WIFE)
MADONNA GAMMEL
ALLEN GAMMEL &
& WIFE)
(HUSBAND
KILLION
GWEN H.
KILLION &
KENT W.TRUST
DRAYER
MARIE
JANET
LIVING TRUST
SHAVER
& MARY JO
JACOB L., JR.
(WIFE)
BROOKS
ANN H.
BROOKS &
FRANK L.TRUST
JACOBY
PAULINE R.
TRUST &
JACOBY
ROBERT G.
(WIFE)
IVY BARASH MANN
ROBERT N. MANN &
TUNNEL
EXPLORATORY
EXISTING
HIGHWAY TUNNEL
SOUTHBOUND
HIGHWAY TUNNEL
NORTHBOUND
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY COUNTY OF ITEM NO. SHEET NO.
DR
AF
TE
D
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
G013.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
G-013
PROPERTY OWNERS
PROPERTY LINES AND
JEFFERSON
PRELIMINARY - NOT FOR CONSTRUCTION
DATE NO. REVISION APPR.
0
-
451.3
456.4
456.9
457.8
459.1
458.8
458.8
458.5
460.4
460
460
461.8
465
465.5
470
475490500
505
505
506.7
510
511.2
515
515
516.7
518.9
520.3
520
520
522.3
525.1
525.1
524.9
524.8
525
525
525
526.1
526.5
528.5
528.9
528.7
528.6
530
530
530
530
530
530
530.7
530.7
531.3
532.3
532.7
535.2
535
535
535
535
536.6
537.5
538.4
538.7
539.0
539.5
540
540
540
540
539.9
539.6
540
540
540.9
543.3
545
545
545
545
544.5
545
545
545
547.1
547.3
546.9
547.9548.9
549.9
550
550
550
550
550
550
555.1
554.7
555
559.2
560
560
565
564.8
565
565
565
565
566.8
570
570
570
574.5
575
575
575
575.7
577.2
578.8
580
580
582.9
585
584.6
584.6
585.0
585
585
585
585
587.2
587.2
586.8
587.6
589.0
588.7
590
590
590
590
590
590
590.9
592.4
591.7
592.8
593.4
593.5
594.9
595
596.2
596.4
597.2
597.1
597.3
597.6
597.7
598.3
598.5
600
600
600.6
600.9
601.3
604.4
605
608.3
614.5
615
565
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
570
575
575
580
580
580
585
585
585
595
600
600
605
575
585
590
595
550
570
585
565
565
570
570
570
575
575
575
580
580
580
580
585
585
585
585
590
590
590
570
575
575
575
580
590
605
585
595
590
580
530
595
580
575
560
560
570
570
570
570
570
570
565
530
530
530
535
535
540
540
540
545
545
545
545
545
550
550
550
550
555
555
555
555
555
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
575
575
575
575
580
580
580
580
580
580
580
580
585
585
585
585
590
590
590
590 590
595
595
570
570
575
575
575
575
575
580
580
570
560
570
570
570
565
565
535
535 5
40
540
545
550
550
550
555
555
555
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
575
575
575
575
580
580
580
580
580
580
580
585
585
585
585
585
585
585
585
590
590
595
570
570
570
570
570
570
575
575
580
POOL
OBSCURE
OBSCURE
MH
MH
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
SIG
N
MH
MH
MH
SIG
N MH
+
+
+
+
+
+
+
+
RETAINING WALL R6
PROP SAFETY WALL - S3
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
S-001
DRAWING NO.
0’
SCALE: 1"=100’-0"
50’ 100’ 200’ 300’
PR
OJ
EC
T
NO.
DE
SIG
NE
D
BY
DA
TE
DA
TE
216
225
J.
Prada
D. Javier
D.
Watso
n
R.
Bla
nc
hard
SOUTHBOUND TUNNEL
CENTERLINE
NORTHBOUND TUNNEL
CENTERLINE
RAMP
B
RAMP
A
US
42SUBDIVISION
BRIDGE POINTE
ESTATE
DRUMANARD
KY 841 ALIGNMENT
CENTERLINE
SOUTH PORTALSUBDIVISION
SHADOW WOOD
DRAWINGS S-009 TRHOUGH S-013 FOR REINFORCEMENT
SEE DRAWINGS S-008 FOR NORTH PORTAL PLAN AND2.
DRAWINGS S-003 TRHOUGH S-007 FOR REINFORCEMENT.
SEE DRAWINGS S-002 FOR SOUTH PORTAL PLAN AND1.
NOTES:
NUMBERS:
PROJECT
COUNTY OF
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
COUNTY OF ITEM NO. SHEET NO.
S001.
dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
S-001
JEFFERSON
PLAN VIEW
HIGHWAY TUNNELS
JEFFERSON
105
+00
110
+00
115
+00
120
+00
125+00
PRELIMINARY - NOT FOR CONSTRUCTION
NORTH PORTAL
DATE NO. REVISION APPR.
0
-
585
588.7 597.1
600
602.9
565
570
570
570
570
575
575
575
575
575
575
580
580
580
580
580
585
585
585
595
575
580
585
595
600
600
605
605
605
605
575
585
590
595
550
570
570
585
565
570
570
570
575
575
575
580
580
580
580
580
585
585
585
585
585
590
590
590
590
595
575
575
580
605
605
585
595
590
580
530
600
595
580
575
560
560
570
565
565
565
565
565
580
575
575
575
575
580
580
580
580
585
585
580
585
560
565
565
570
570
575
575
580
580
580
RETAINING WALL R6
PROP SAFETY WALL - S3
+
0
SCALE: 1"=30’-0"
15’ 30’ 60’ 90’
PROPERTY LIMIT
S-002
DRAWING NO.
PR
OJ
EC
T
NO.
DA
TE
216
225
J.
PR
AD
A
DE
SIG
NE
D
BY
D.
WA
TS
ON
R.
BL
AN
CH
AR
D
D. J
AVIE
R
! SOUTHBOUND TUNNEL
! NORTHBOUND TUNNEL
102
+00
103
+00
104
+00
105
+00
106
+00
107
+00
108
+00
109
+00
SB 50
+00
SB 51+
00
SB 52
+00
SB 53
+00
NB 53
+00
NB 52
+00
NB 51+
00
NB 50
+00
RAMP B
RAMP A
PORTAL CANOPY
PORTAL CANOPY
KY 841 ALIGNMENT
CENTERLINESEE NOTE 1
PRELIMINARY FOR ESTIMATING AND DESIGN DEVELOPMENT PURPOSES ONLY
AT A LATER DATE.
SITE ACCESS TO BE COORDINATED AND PROVIDED3.
FOR INSTRUMENTATION REFER TO DRAWING IM-004.2.
EQUIPMENT COMPLEX.
SEE DRAWING A-002 FOR SOUTH PORTAL ELECTRICAL1.
NOTES:
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
S002.dgn
FIL
E
NA
ME:
wanglin
US
ER:
12/9/2011
DA
TE:
DR
AWIN
G
NO.:
S-002
PLAN
SOUTH PORTAL
JEFFERSON
PRELIMINARY - NOT FOR CONSTRUCTION
TU
NN
EL
LI
MIT
SB 50
+29.33
TU
NN
EL
LI
MIT
NB 50
+29.14
NB 50
+05.21
SB 50
+05.25
DATE NO. REVISION APPR.
0
-