HA Commonwealth of Kentucky L DEPARTMENT OF HIGHWAYS F … Related... · type of terrain design speed required npsd required psd level of service dhv d % t % % restricted sd ... r3

HA

LF SIZ

E

H

ALF SIZ

E

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDED

PLANS OF

PROPOSED PROJECT

STATE HIGHWAY ENGINEER

PROJECT

LIN. FT.

COUNTY OF

ITEM NO.

LENGTH LIN. FT. MILES

FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH

PROJECT MANAGER

RECOMMENDED BY:

PLAN APPROVED BY:

DATE:

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

Commonwealth of Kentucky

BOONE

6-9010.00

29,953

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357

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

MINUTES

DATE:

Octo

ber 19, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

BOONE COUNTY

FD52 008 0042 000-006 HSIP 9010(174)

US 42 ROADWAY DEPARTURE CORRIDOR IMPROVEMENT

RIGHT-OF-WAY PLANS

BOONE 6-9010.00 R1

HSIP 9010(174)

FD52 008 0042 000-006

APR 2017

RURAL MAJOR COLLECTOR

55 MPH

ROLLING

20154,516

5.673

38 51 56

84 42 38

MP 0.00

BEGIN PROJECT

LT STA. 20+00

BEGIN RW

MP 5.673

END PROJECT

LT STA. 252+70

END RW

0' 16000' 32000'8000'

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R1_

LA

YO

UT-

RW.

DG

NFIL

E

NA

ME:

RIGHT OF WAY SUMMARY SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS

LAYOUT SHEET

R11

R3 - R10

R2

R1

R4A

PLANS

RIGHT OF WAY

EXISTING PAVEMENT

3:1 Ma

ximum

8' EXTENSION

STA. 105+85

8' EXTENSION

3:1 Maximum

8' x 4' DBL RCBC CULVERT EXTENSION

EXISTING PAVEMENT

2:1 M

axim

um

8.5' EXTENSION

STA. 55+36

8' x 7' RCBC CULVERT EXTENSION

Grade Point

4:1 Desirable

2%8%

4:1 Desirable(with Protection)

2:1 Maximum

8%

2:1 Maximum 2%

3.0" DEPTH CLASS 3 ASPHALT BASE 1.00D PG64-22ASPHALT

8" COMPACTED DGA

1.50" DEPTH CLASS 3 ASPHALT SURFACE 0.38A PG64-22

SHOULDER DL

1.50"

1.50" SURF

3.0" BASE

3.0"

8.0" DGA

8%

SHOULDEREARTH

10'10'

SOUTH FORK ROAD

1'WIDEN SHOULDER 1' FOR GUARDRAIL

STA. 96+29.11 TO STA. 100+00.00

HA

LF SIZ

E

H

ALF SIZ

E

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R2

TYPICAL SECTIONS

SCALE: = NTS

Octo

ber 25, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R2_

RW

TY

PIC

ALS.

DG

NFIL

E

NA

ME:

!VARIES VARIES

US 42

18"

EXISTING PAVEMENT

18"

SHOULDER 4.0" DEPTH DGA

COATBIT SEAL

COATBIT SEAL

VARIES VARIES

1

SIDE SLOPES.LIMITS OF THE DGA SHOULDER AND BIT SEAL COAT SHALL COVER THE

1

2

THAN 3:1)OBSTRUCTION(S). (SLOPE MAY BE STEEPER THE EDGE OF R/W OR SENSITIVE REQUIRE EMBANKMENT BUT ONLY OUT TO OTHER SENSITIVE OBSTRUCTIONS MAY R/W, UTILITY POLES, TREES, FENCES, OR LOCATIONS THAT ARE LIMITED DUE TO SUTIABLE FOR VEGETATION GROWTH. EMBANKMENT MATERIAL SHALL BE NECESSARY TO PERFOM WORK. SHOULDER SHOULDERING AND INCLUDE ALL WORK FINAL PAYMENT WILL BE PAID AS LF OF STANDARD SPECIFICATIONS (SECT. 206). COMPACT MATERIAL ACCORDING TO AND APPLY PROPER COMPACTION. PROPERLY BENCH INTO EXISTING SLOPE SHOULDERING). CONTRACTOR SHALL COMPACTED EMBANKMENT (INCIDENTAL TO

DETAIL "A" DETAIL "A"

PAVEMENTEXISTING

2

DETAIL "A"

DL

WIDEN

SHLDR18" DGA

GRADE

LINE

EXIS

TIN

G

GRADE LI

NE

PROPOSED

COMPACTED EARTH

4.0" DGA (AVG)

!VARIES VARIES

US 42

18"

EXISTING PAVEMENT

18"

COATBIT SEAL

COATBIT SEAL

VARIES VARIES

1

DETAIL "B" DETAIL "B"

PAVEMENTEXISTING

2

DETAIL "B"

DL

WIDEN

SHLDR18" DGA

GRADE

LINE

EXIS

TIN

G

GRADE LI

NE

PROPOSED

COMPACTED EARTH

4.0" DGA (AVG)

1.25" CL 3 ASP SURF 0.38APG 64-22

LEVELING & WEDGING

as directed by the Engineer

LEVELING & WEDGING

the Engineer

as directed by

1.25" CL3 ASP SURF 0.38A

PG 64-22

3

31.5 INCHES (AVERAGE)ASPHALT MILLING AND TEXTURING

STA. 0+00 (MP 0.00) TO STA. 20+40 (MP 0.38)

STA. 169+00 (MP 3.20) TO STA. 300+00 (MP 5.68)

STA. 20+40 (MP 0.38) TO STA. 169+00 (MP 3.20)

BIT SEAL COAT

SLOPESLIMITS OF THE DGA SHOULDER AND SIDE BIT SEAL COAT SHALL COVER THE

DIRECTED BY ENGINEER (INCIDENTAL)NOTE: ASPHALT MATERIAL FOR TACK AS

(APPLY AT A RATE OF 20 LBS/SQ. YD.)ASPHALT SEAL AGGREGATE(APPLY AT A RATE OF 2.8 LBS/SQ. YD.)ASPHALT CURING SEALSECOND COURSE:

(APPLY AT A RATE OF 30 LBS/SQ. YD.)ASPHALT SEAL AGGREGATE(APPLY AT A RATE OF 3.2 LBS/SQ. YD.)ASPHALT CURING SEAL FIRST COURSE:

4OF EXISTING EARTH SHOULDER.SHOULDER MILLING/TRENCHING - 4 FEET

DETAIL "C"

DETAIL "C"

5

5

LC

SH

2'

SH

2'

DT

3'

HA

LF SIZ

E

H

ALF SIZ

E

P

1

BEFORE YOU DIG

utility companies have facilities in the area. may be necessary for the contractor to contact the County Court Clerk to determine what excavation with the utility owners, including those whom do not subscribe to KY 811. It members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate contractor should be aware that owners of underground facilities are not required to be a minimum of two (2) and no more than ten (10) business days prior to excavation. The for information on the location of existing underground utilities. The call is to be placed The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system

Dale H. Williams

US 42

COORDINATE CONTROL POINTS

POINT

ELEV. (Z)

STATION and OFFSETDESCRIPTION

I.P.

State Plane Coordinates

23+17.88, -56.06 Left4191688.547 5208402.748

NORTH(Y) EAST(X)

POINT


US 42 COORDINATES

4191783.435 5207757.897

NORTH(Y) EAST(X)

PT 16+68.50

PC 25+22.83 4191586.832 5208589.296

PI 27+85.60 4191526.361 5208845.015

POINT


4191947.539 5208012.270

NORTH(Y) EAST(X)

POB 96+29.11

PC 97+24.80 4191898.767 5208094.600

PI 97+91.88 4191864.578 5208152.314

COORDINATESS FORK RD

Rick Newman

Angela Hall (Wf.)Mitchell A Hall

Carl Hutchinson (Husb.)Pamela Sue Hutchinson

Dale H. Williams

Clinton Michael Baston (Husb.)Cordella Baston

Jean V Rabe (Wf.)Richard A Rabe

PROPOSED R/W1

2

1

2

.U.S. Survey FeetSingle Zone and in

Coordinates are based on State Plane Coordinate System Kentucky

and adjusted to the National NAD83/FBN System.

Coordinates for horizontal control were obtained from GPS methods

COORDINATE SYSTEM

PCC 98+57.05 4191810.089 5208191.438

PI 99+05.82 4191770.471 5208219.885

PT 99+51.73 4191721.721 5208221.394

4191673.477 5208222.888POE 100+00.00

Shirley Sutton Woods

503.95C.P. #101 I.P.

4191717.653 5207931.169 502.51 18+52.26, 24.14 RightC.P. #102

-147.06'

+00.00

-100.00'

+60.00

-37.50'

+80.00

74°55'19"

-37.50'

+41.69

-131.40'

+48.52

3

4

5

50.98 feetN 58°48'15" W

214.79 feetN 50°46'18" W

161.69 feetS 76°41'44" E

65.62 feetS 04°26'24" E

76.26 feetS 38°35'08" E

3

4

5

PLANS

RIGHT OF WAY

UTILITY OWNERS

Email: [email protected]

Phone: 513-287-1276

Contact: John Perkins

Duke Energy Gas

Gas


Phone: 859-643-5200

Contact: Mike Garrett

Gallatin County Water District


Phone: 859-393-7305

Contact: Brian Simpson

Bullock Pen Water District


Phone: 859-586-7270

Contact: Keith Feldhaus

Boone County Water District

Water


Phone: 513-565-7043

Contact: Mark Conner

Cincinnati Bell Telephone


Phone: 859-687-7045

Contact: Chuck McCarty

Time Warner Cable

Communications


Phone: 502-563-3518

Contact: David Wainscott

Owen Electric Cooperative


Phone: 513-287-3339

Contact: Mary Maschmeyer Schuler

Duke Energy Electric

Power

CONVENTIONAL SIGNS

SURVEY LINE

GRADE LINE

GROUND LINE

COUNTY LINE

CORPORATE LIMITS

PROPOSED RIGHT OF WAY

BENCH MARK

RAILROAD

FENCE (CONTROLLED ACCESS)

FENCE (EXCEPT STONE AND HEDGE)

TREES

PIPE CULVERT

CULVERT

BRIDGE

BUILDINGS

LIGHTING POLE

POWER POLE

JOINT POWER & TELEPHONE POLE

TELEPHONE & TELEGRAPH POLE

ANCHOR, POWER OR TELEPHONE

STUB POWER

STUB TELEPHONE

WATER MAIN

GAS MAIN

TELEPHONE DUCT

ELECTRIC DUCT

DIRECT BURIAL ELECTRIC CABLE

DIRECT BURIAL TELEPHONE CABLE

STONE FENCE

HEDGE FENCE

SWAMP OR MARSH

SPRINGS

QUARRY SITE

LAKES OR PONDS

NORTH POINT

GUARDRAIL

SINKHOLE

400' V.C.

B.M. NO.4

1-S

FRAME

1-S

BRICK SHED

2-S

BRICK

TERMINALSECTION

GUARDRAILEND TREATMENT

EXISTING PROPOSED

E E

T T

EXISTING ROAD

TRAFFIC LIGHTS

T

E

SAN

STORM

DIRECT BURIAL TV CABLE TV

E

T

SANITARY SEWER (WITH MANHOLE)

STORM SEWER (WITH MANHOLE)

GM

WM

T

E

TV

SAN

STORM

EXIST. RIGHT OF WAY & PROPERTY LINE

RIGHT OF WAY MONUMENT

RIGHT OF WAY MONUMENT

6"WM

6"GM

UTILITY TEST HOLE

EXIST. PROPERTY LINE PL

OVERHEAD WIRE

ELECTRIC MANHOLE EMH EMH

BLUE LINE STREAM

INTERMITTENT STREAM

OR DITCH

REGULATED FLOODWAY

EXISTING R/W MARKER

TELEPHONE MANHOLE TMH TMH

TREE LINE

THEXISTING/ PROPOSED

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R3

NUMBERS:

PROJECT

COUNTY OF

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

BOONE

HSIP 9010(174)

FD52 008 0042 000-006

US 42

SOUTH FORK ROAD RELOCATION

STA. 17+00 TO STA. 26+00

SCALE: 1"=50'

DESIGNED BY:

DATE SUBMITTED:

August 10, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R3_

RW

_S

OU

TH F

OR

K

RO

AD.

DG

NFIL

E

NA

ME:

20

+00

25+00

PC 25+22.83

PP

IPC 102

IPC 101PP

e=

E=6.96

R=320

L=132.25

T=67.08

PI STA 97+91.88

e=

E=7.27

R=160.00

L=94.68

T=48.77

PI STA 99+05.82

(CR 1210)

SOUTH FORK RD

PO

B 96+29.11

PC 97+24.80

PCC 98

+57.0

5

PT 99+51.73

POE 100+00.00

PI 97+91.88

PI 99

+05.8

2

BA

KE

R

RD

DATUM

DATUM

US 42

SCALE: 1" = 50' HORIZONTAL

1" = 5' VERTICAL

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R4

PROFILE

STA. 17+00 TO STA. 26+00

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R4_P

RO

FIL

E

US 42_S

OU

TH F

OR

K

RO

AD.

DG

NFIL

E

NA

ME:

August 9, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

470

475

480

485

490

495

500

505

510

515

520

525

530

535

540

545

550

555

560

565

495

500

505

510

515

520

525

530

535

540

545

550

555

560

490

485

480

475

PURPOSES ONLY

FOR INFORMATIONAL

PLANS

RIGHT OF WAY

HA

LF SIZ

E

H

ALF SIZ

E

PV

T 17

+35.67

Ele

v. 507.22

PV

C 17

+55.39

Ele

v. 506.37

VPI 20

+80.39

Ele

v. 492.28

PV

T 24

+05.39

Ele

v. 509.22

PV

C 24

+63.74

Ele

v. 512.26

VPI 25

+63.74

Ele

v. 517.48

-4.336%

5.214%

L 650.00'

SD 323'

K 68

L 200.00'

SD 579'

K 89

17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00

508.8

506.6

504.4

502.9

501.

8

500.8

488.7

500.1

500.3

500.8

501.

7

502.9

504.5

506.4

508.9

511.5

514.0

516.3

518.3

508.69

506.60

504.58

502.92

501.

63

500.71

500.16

499.97

500.15

500.70

501.

61

502.89

504.54

506.56

508.94

511.55

514.08

516.34

518.32

492

494

496

498

500

502

504504

492

494

496

498

500

502

504504

96+20 96+40 96+60 96+80 97+00 97+20 97+40 97+60 97+80 98+00 98+20 98+40 98+60 98+80 99+00 99+20 99+40 99+60 99+80 100+00

VPI 96

+30.66

Ele

v. 494.65

PV

C 97

+35.00

Ele

v. 496.45

VPI 97

+60.00

Ele

v. 496.88

PV

T 97

+85.00

Ele

v. 497.53

PV

C 98

+70.00

Ele

v. 499.75

VPI 99

+20.00

Ele

v. 501.

05

PV

T 99

+70.00

Ele

v. 501.

12

VPI 10

0+00.00

Ele

v. 501.

17

1.723%

2.606%

0.146%

L 50.00'

SD 279'

K 57

L 100.00'

SD 489'

K 41

494.81

495.16

495.50

495.85

496.19

496.54

496.94

497.40

497.92

498.44

498.97

499.49

500.00

500.42

500.74

500.97

501.

10

501.

14

494.81

495.16

495.50

495.85

496.19

496.54

496.94

497.40

497.92

498.44

498.97

499.49

500.00

500.42

500.74

500.97

501.

10

501.

14

HA

LF SIZ

E

H

ALF SIZ

E

DATUM

DATUM

SOUTH FORK ROAD


1" = 2' VERTICAL

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R4A

PROFILE SHEET

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R4

A_P

RO

FIL

E S

OU

TH F

OR

K

RO

AD.

DG

NFIL

E

NA

ME:

August 9, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

PLANS

RIGHT OF WAY

HA

LF SIZ

E

H

ALF SIZ

E

BEFORE YOU DIG


US 42


POINT

ELEV. (Z)

STATION and OFFSETDESCRIPTION

I.P.

I.P.


252+32.23, 70.03 Right4207647.923 5219900.505

4207364.930 5219603.724 248+30.14, 23.21 Right

NORTH(Y) EAST(X)

POINT


US 42 COORDINATES

4207621.539 5219791.177

NORTH(Y) EAST(X)

PC 251+47.07

PI 253+57.44 4207781.889 5219927.343

PT 255+62.04 4207982.909 5219989.343

13

14





COORDINATE SYSTEM

Revocable TrustKing Jerry

Florence Speedway

Kerry MooreMatthew Monroe

Michael H Lauer

Ed

ward J Hu

mmell

Dia

na Jim

mie

Roger D

Braden

Beverly Branscu

m (Wf.)

Fin

es Branscu

m

Ja

mes

Moss (H

usb.)

Mela

nie A

Moss

Beverly K

Branscu

m (Wf.)

Fin

es Branscu

m

Vic

kie L Banks

Mary Scudder

Mary Scudder

Le Bic

hta

m

Thi

Jason

A Franks

Beverly K

Branscu

m (Wf.)

Frans Branscu

m

Steven R Evans

P

2

P

3

P

5

80.00'

+90.00

80.00'

+00.00

37.50'

+00.00

-95.00'

+09.41

-50.00'

+75.00

-95.00'

+75.00

1

4

11

17

15

9

10

11

24" RCP

SAFELO

AD

36" PIP

E

2 5

1415

(1, 2, 3)

EASEMENT

TEMPORARY

-50.00'

+09.91

-50.00'

+75.00

37.50'

+90.00

80.00'

+60.00

37.50'

+60.00

12

16

17

245

+00

e=

E=21.36

R=1025.00

L=414.97

T=210.36

PI STA 253+57.44

37.50'

+35.00

C.P. #501

C.P. #502

804.48

810.68

Patricia Ste

phenson (Wf.)

Larry

W

Ste

phenson

-50.00'

+70.00

P

4

-50.00'

+47.07

-50.00'

+13.17

-77.67'

+14.77

37.50'

+47.07

3

67

8

910

12

13

16

18

19

20

21

22

(2, 4, 5, 6, 7)

EASEMENT

PERMANENT

(5, 8, 9, 10)

EASEMENT

TEMPORARY

(9, 11, 12)

EASEMENT

TEMPORARY

5

6

7

8

1

2

3

4

63.00 feetN 40°01'13" E

34.91 feetS 40°20'14" W

45.00 feetS 50°17'53" E

56.64 feetN 12°15'32" W

40.33 feetN 63°06'51" E

37.16 feetS 40°20'14" W

ARC=26.57 feetR=975.00'

CH=26.57 feetS 39°33'24" W

45.00 feetS 51°13'27" E

ARC=54.06 feetR=975.00'

CH=54.05 feetS 35°03'15" W

58.71 feetN 63°06'51" E

ARC=36.30 feetR=975.00'

CH=36.30 feetS 37°42'33" W

27.71 feetS 50°17'52" E

18

19

20

21

22

(13, 14, 15, 16)

EASEMENT

PERMANENT

(17, 13, 18)

EASEMENT

TEMPORARY

(15, 19, 20, 21, 22)

EASEMENT

TEMPORARY

69.51 feetN 78°01'53" E

70.00 feetS 40°20'14" W

42.50 feetN 49°39'46" W

70.00 feetN 40°20'14" E

42.50 feetS 49°39'46" E

87.07 feetS 40°20'14" W

ARC=54.87 feetR=1062.50'

CH=54.86 feetS 38°51'28" W

110.97 feetN 17°01'29" E

40.00 feetN 40°20'14" E

55.00 feetS 40°20'14" W

US 42

Octo

ber 4, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R5_

RW

_R

AC

ET

RA

CK.

DG

NFIL

E

NA

ME:

E-S

HE

ET

NA

ME:

R00400

PL

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R5

PROPOSED PIPE STA. 250+78

PLAN STA. 244+00 TO STA. 257+00 50'SCALE: 1"=

PLANS

RIGHT OF WAY

245

+00

250

+00

255+00

PC 251+

47.07

PT 255+62.04

PI 253

+57.44

WM

PP

PP

TP

WM

TP

TP

IPC 501

TP DNC

PP

WMWM

WM

IPC 502

TP DNC

257+00

PURPOSES ONLY

FOR INFORMATIONAL

PLANS

RIGHT OF WAY

HA

LF SIZ

E

H

ALF SIZ

E

DATUM

DATUM

US 42


1" = 5' VERTICAL

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R6

PROFILE

STA. 244+00 TO STA. 257+00

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R6_P

RO

FIL

E

RA

CE

TR

AC

K.

DG

NFIL

E

NA

ME:

August 9, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

790

795

800

805

810

815

820

825

830

835

840

845

850

855

860

775

780

785

806.11

805.9

775

780

785

790

795

800

805

810

815

820

825

830

835

840

845

850

855

860

865

770

PV

T 244

+27.68

Ele

v. 833.76

PV

C 249

+32.11

Ele

v. 805.97

VPI 251+

32.11

Ele

v. 794.95

PV

T 253

+32.11

Ele

v. 802.98

PV

C 253

+85.59

Ele

v. 805.13

VPI 255

+98.09

Ele

v. 813.67

-5.509%

4.016

%

L 400.00'

SD 222'

K 42

L 425.00'

SD 303'

K 42

244+00 244+50 245+00 245+50 246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50 250+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50 255+00 255+50 256+00 256+50

835.2

832.6

829.8

827.0

824.3

821.

5

818.7

816.0

813.3

810.5

807.7

805.0

802.9

801.

1

800.0

799.9

800.4

801.

0

802.3

803.8

805.8

807.3

808.2

808.4

808.1

807.2

835.22

832.53

829.78

827.02

824.27

821.

51

818.76

816.01

813.25

810.50

807.74

805.02

802.78

801.

13

800.08

799.62

799.76

800.49

801.

82

803.70

805.69

807.23

808.18

808.55

808.32

807.51

Jennifer L Moore (Wf.)Michael D Moore

Barbara M. Baker (Wf.)James Baker

Helen Louise Baker

Betty Jean Moore

Diane MorrisPhillip Wright

James M Baker


POINT DESCRIPTION

I.P.

C.P. #5003 I.P.

C.P. #5002

NORTH(Y)

4193759.350

4194163.631 5209592.835

5209495.587

EAST(X)


654.57

641.24

ELEV. (Z)

STATION and OFFSET

53+06.14, -19.26 Left

57+19.88, 21.70 Right

BEFORE YOU DIG






COORDINATE SYSTEM

POINT


US 42 COORDINATES

NORTH(Y) EAST(X)

PC 57+14.67 4194161.387 5209570.628

PI 58+51.66 4194297.082 5209589.394

PT 59+88.22 4194434.070 5209589.484

EASEMENT

TEMPORARY

-37.50'

+50.00

-57.50'

+80.00

-37.50'

+90.00

12

1

2

(8.5' EXTENSION)

8'x7' RCBC

e=

E=4.69

R=2000.00

L=273.55

T=136.99

PI STA 58+51.66

PP

PP

PP

PP

WM

HA

LF SIZ

E

H

ALF SIZ

E

US 42

-57.50'

+90.00

3

3

P

6

4

140.00 feetS 07°52'26" W

20.00 feetS 82°07'34" E

110.00 feetN 07°52'26" E

36.06 feetN 25°48'58" W

4

IPC 5003

IPC 5002

US 42

Se

pte

mber 30, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R7_

RW

_C

UL

VE

RT

EX

T_S

TA 55

+36.

DG

NFIL

E

NA

ME:

E-S

HE

ET

NA

ME:

R00400

PL

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R7

CULVERT EXTENSION - STA. 55+36


PLANS

RIGHT OF WAY

50

+00

55

+00

60

+00

PC 57

+14.67

PT 59

+88.22

PI 58

+51.

66

PURPOSES ONLY

FOR INFORMATIONAL

PLANS

RIGHT OF WAY

HA

LF SIZ

E

H

ALF SIZ

E

DATUM

DATUM

US 42


1" = 5' VERTICAL

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R8

PROFILE

STA. 49+00 TO STA. 61+00

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R8_P

RO

FIL

E

EX

T1.

DG

NFIL

E

NA

ME:

August 9, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

610

615

620

625

630

635

640

645

650

655

660

665

670

675

680

685

690

695

700

705

615

620

625

630

635

640

645

650

655

660

665

670

675

680

685

690

695

700P

VC 49

+21.

05

Ele

v. 632.77

VPI 49

+46.05

Ele

v. 633.31

PV

T 49

+71 .

05

Ele

v. 633.98

PV

C 55

+42.55

Ele

v. 649.18

VPI 56

+67.55

Ele

v. 652.51

PV

T 57

+92.55

Ele

v. 659.89

2.660%

5.90

8%

L 50.00'

SD 454'

K 104

L 250.00'

SD 405'

K 77

49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00

632.3

633.4

634.7

636.1

637.5

638.9

640.2

641.

7

642.9

643.9

645.6

646.8

648.1

649.4

650.9

652.7

655.0

657.7

660.5

663.4

666.3

669.1

672.0

675.0

677.9

632.31

633.44

634.75

636.08

637.41

638.74

640.07

641.

40

642.73

644.06

645.39

646.72

648.05

649.39

650.93

652.79

654.98

657.50

660.33

663.29

666.24

669.20

672.15

675.10

678.06

100

+00

18"

CP

P

18" PL

(8' EXTENSION)

8'x4' DBL RCBC

(8' EXTENSION)

8'x4' DBL RCBC

Stephen M Ogden (Husb.)Dana C Ogden

Marilyn L Finke

Sandra Aseere (Wf.)Thomas E Aseere

37.50'

+87.68

37.50'

+20.00

57.50'

+77.68

-37.50'

+60.00

-57.50'

+80.00-57.50'

+23.41

EASEMENT

TEMPORARY

EASEMENT

TEMPORARY

1

2

5

6

7

1

2

BEFORE YOU DIG






COORDINATE SYSTEM

POINT


US 42 COORDINATES

4196460.680 5213184.273

NORTH(Y) EAST(X)

PI 104+77.27

PI 111+60.21 4196755.640 5213800.235


POINT DESCRIPTION

I.P.

C.P. #5001 I.P.

C.P. #5000

NORTH(Y)

4196562.717

4196845.341 5213945.465

5213366.358

EAST(X)


498.48

499.01

ELEV. (Z)

STATION and OFFSET

106+85.57, -13.39 Left

113+30.06, -17.00 Left

5

HA

LF SIZ

E

H

ALF SIZ

E

US 42

MU

DLIC

K

RD

57.50'

+40.00

P

7

P

8

-37.50'

+17.93

3457.93 feet

S 64°24'43" W

20.74 feetS 10°16'10" E

43.41 feetN 64°24'43" E

28.28 feetN 19°24'43" E

3

4

8

6

7

8

67.68 feetS 64°24'43" W

22.36 feetN 00°59'05" E

37.68 feetN 64°24'43" E

28.28 feetS 70°35'17" E

IPC 5001IPC 5000

US 42

Se

pte

mber 30, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R9_

RW

_C

UL

VE

RT

EX

T_S

TA 10

5+85.

DG

NFIL

E

NA

ME:

E-S

HE

ET

NA

ME:

R00400

PL

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R9

CULVERT EXTENSION - STA. 105+85


PLANS

RIGHT OF WAY

100

+00

105

+00

110

+00

PI 10

4+77.27

PI 111+

60.21

PURPOSES ONLY

FOR INFORMATIONAL

PLANS

RIGHT OF WAY

HA

LF SIZ

E

H

ALF SIZ

E

DATUM

DATUM

US 42


1" = 5' VERTICAL

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R10

PROFILE

STA. 100+00 TO STA. 112+00

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R10

_P

RO

FIL

E

EX

T2.

DG

NFIL

E

NA

ME:

August 9, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

470

475

480

485

490

495

500

505

510

515

520

525

530

535

540

545

550

555

560

565

500

505

510

515

520

525

530

535

540

545

550

555

560

475

480

485

490

495

VPI 10

0+06.36

VPI 10

0+06.36

Ele

v. 532.66

PV

T 10

1+18.86

Ele

v. 525.92

PV

C 10

4+14.45

Ele

v. 508.21

VPI 10

5+56.95

Ele

v. 499.67

PV

T 10

6+99.45

Ele

v. 499.60

-5.992%

-0.048%

L 225.00'

SD 339'

K 47

L 285.00'

SD 246'

K 48

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00

531.

5

529.6

527.0

524.1

521.

1

517.9

515.0

511.9

509.0

506.2

503.8

502.0

500.6

499.9

499.7

499.5

499.6

499.5

499.5

499.5

499.4

499.4

499.4

499.3

499.4

531.

55

529.54

527.01

524.05

521.

06

518.06

515.06

512.07

509.07

506.21

503.84

502.00

500.68

499.88

499.60

499.57

499.55

499.53

499.50

499.48

499.46

499.43

499.41

499.38

499.36

1

HA

LF SIZ

E

H

ALF SIZ

E

2

3

0.189 8218 424559097.465Dale H. Williams

Vickie L. Banks

Mary Scudder

5 Florence Speedway King Jerry Revocable Trust

1.04 DRF 974/747

97.654

1.10

4253808 DRF 72/22 DRF 71/230, DRF 31/165

785 1.04

1333285947916

45302

450571.034 DRF 975/846

43.00 1873080 2975 4988 42.932 1870105 DRF 1045/150

45302

6 2500 DRF 837/163

7 1013 DRF 930/160

8 141.31 6155464 1054 DRF 486/207

Betty Jean Moore

Stephen M. Ogden (Husb.)Dana C. Ogden

Sandra Aseere (Wf.)Thomas E. Aseere

2.00

8.62

87120

375487

2.00

8.62

141.31 6155464

375487

87120

4 Mary Scudder 0.75 32670760 DRF 901/9240.75 32670

RIGHT OF WAY SUMMARY SHEET

RIGHT OF WAY SUMMARY

YES

SEWER

SYSTEM

TYPEACRESSQ. FT.

EASEMENTS

PERMANENT TEMPORARY

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

ACRES ACRESSQ. FT. SQ. FT.

PORTION REMAINING

SQ. FT.

EXCESS PURCHASED

ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.

LEFT RIGHT

AREA SEVERED

NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE

1. PRIVATE - INDIVIDUAL

3. PUBLIC

4. NONE

5. NOT APPLICABLE

C - COMMERICAL

R - RESIDENTIAL

F - FARM

S - STORAGE

2. PRIVATE - MULTI PARTY

SQ. FT.

SOURCE OF TITLE

C R F SNO

BY PROJECT

AFFECTED

SEWER SYSTEM

NUMBER

BUILDINGS ACQUIRED

OWNER(S)NO.

PARCEL

Octo

ber 4, 2016

DA

TE P

LO

TT

ED:

andre

w-b

US

ER:

E-S

HE

ET

NA

ME:

R00600

RW

Micro

Statio

n v8.11.9.357


BOONE 6-9010.00 R11

PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.

REMARKS*

*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)

C:\

PW

_W

OR

KDIR\

AN

DR

EW-

B\

DM

S36695\

R11_

RO

W

SU

MM

AR

Y.

DG

NFIL

E

NA

ME:

Documents

HA Commonwealth of Kentucky L DEPARTMENT OF HIGHWAYS F … Related... · type of terrain design speed required npsd required psd level of service dhv d % t % % restricted sd ... r3