preliminary for estimating and design … · preliminary for estimating and design development...

28
42 0 1000 2000 3000 4000 1000 ROAD TO I NDI ANA LOCHNER ENGINEERS AND PLANNERS TO LOUI SVI LLE OHI O RI VER T O L OU I S V I LLE KY 841 CITY LIMITS PROSPECT CITY LIMITS PROSPECT RI VER ROAD 71 265 R A MP B R A MP A GREEN SPRING H A R R O D S C R E E K H A R R O D S C R E E K C R E E K BRIDGEPOINTE TRANSYLVANI A BEACH H A R R O D S B R AN C H WOL F P E N WOODS WOLFPEN PARK ASBURY L PATH SHARED USE ACCESS ROAD EMERGENCY TO PROSPECT 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 Kentucky DEPARTMENT OF HIGHWAYS Commonwealth of Kentucky E- SHEET NAME: Mi croStati on v8. 11 . 7. 180 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 J anuary 30, 2012 DATE PLOTTED: j hi eronymus USER: DATE: BEGIN TUNNEL ! KY 841 STA 106+00 BEGIN TUNNEL ! KY 841 STA 125+50 T:\1865- DESI GN\TUNNEL\PL&G SUBMI TTAL 11 - 30- 2011 \LAYOUT SHEET. DGN FI LE NAME: JEFFERSON HIGHWAY TUNNEL FINAL PRELIMINARY DESIGN SUBMITTAL LOUISVILLE 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

Upload: vannhan

Post on 23-Aug-2018

221 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 2: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

PR

OJ

EC

T

NO.

DA

TE 7/19/06

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"

Page 3: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

PR

OJ

EC

T

NO.

DA

TE 7/19/06

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

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

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’

Page 4: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 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

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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

-

Page 5: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

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

-

Page 6: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

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

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

TE

COUNTY OF ITEM NO. SHEET NO.

C005.dgn

FIL

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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

-

Page 7: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 8: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 9: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 10: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 11: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 12: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

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.

C011.dgn

FIL

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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’

Page 13: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

TE

COUNTY OF ITEM NO. SHEET NO.

C012.dgn

FIL

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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

Page 14: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

TE

DA

TE

DA

TE

COUNTY OF ITEM NO. SHEET NO.

C013.dgn

FIL

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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

Page 15: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

TE

COUNTY OF ITEM NO. SHEET NO.

C014.dgn

FIL

E

NA

ME:

wanglin

US

ER:

12/9/2011

DA

TE:

DR

AWIN

G

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

Page 16: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

TE:

DR

AWIN

G

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

Page 17: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

TE:

DR

AWIN

G

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

Page 18: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 19: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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.:

Page 20: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 21: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 22: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 23: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 24: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 25: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

Page 26: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

-

Page 27: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

-

Page 28: PRELIMINARY FOR ESTIMATING AND DESIGN … · preliminary for estimating and design development purposes only p r o j e c t n o. d e s ig n e d b y d a t e 5 / 18 / 0 6 d a t e 5

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

-