September 22, 2015 · September 22, 2015 . CALL NO. 305 . CONTRACT ID NO. 151051 . ADDENDUM # 1 . Subject: Meade County, FD04 SPP 082 0313 NEW ROUTE . Letting September 25, 2015

September 22, 2015

CALL NO. 305

CONTRACT ID NO. 151051

ADDENDUM # 1

Subject: Meade County, FD04 SPP 082 0313 NEW ROUTE

Letting September 25, 2015

(1)Revised – Plan Sheets – R2F, R2G, R2H, R17, R17A, R22, R24, R55,

R59, R61 & R63

(2)Revised – Bid Items – Pages 95-98 of 98

(3)Added - Note – Pages 1-2 of 2

Proposal revisions are available at http://transportation.ky.gov/Construction-

Procurement/.

Plan revisions are available at http://www.lynnimaging.com/kytransportation/.

If you have any questions, please contact us at 502-564-3500.

Sincerely,

Rachel Mills, P.E.

Director

Division of Construction Procurement

RM:ks

Enclosures

http://transportation.ky.gov/Construction-Procurement/

http://transportation.ky.gov/Construction-Procurement/

http://www.lynnimaging.com/kytransportation/

AS ESTIMATED BY THE DESIGNER.

PROBABLE AMOUNT OF EROSION CONTROL FEATURES

EROSION CONTROL QUANTITIES ARE BASED ON THE TO

TA

LS

3

2

FOR WRAPPING PIPE TRENCH BACKFILL

1

MAINTAINING TRAFFFIC ONLY

FOR CONTROLLING DUST CAUSED BY

15

8

SEE SHEET R2G

SEE DETAIL SHEETS

FOR CONTAINMENT BASINS

16

EMBANKMENT:

EXCAVATION:

164015 CU. YD. EMB.

4821 CU. YD. ROCK EXC.

164015 CU. YD. EMB. TOTAL

EARTHWORK CALCULATIONS:

18106 CU. YD. PROFILE BENCHING

193804 CU. YD. COM. EXC.

* INCLUDES 169 C.Y. FROM PIPE SUMMARY

17

9

13

14

18

MAIN

LIN

E

KY 17

36

KY 17

36

AC

CESS

RD

DO

E

RU

N

TO

P

HIL

L

RD.

EN

TR

AN

CES

ST

A.

775+

73

K

Y 313

RT

AC

CESS

RD

ST

A.

775+

73

KY 313

FR

ON

TA

GE

RD

CO

NN

EC

TO

RK

Y 448

ST

A.

801+

00

KY 313 LT

AC

CESS

RD

ST

A.8

14+

34.5

0K

Y 313 LT

AC

CESS

RD

LIN

E FR

ON

T.

&

CE

DA

RC

ED

AR LIN

E

ST

A.

854+

75

KY 313 LT

AC

CESS

RD

ST

A.

854+

75

KY 313

RT

FR

ON

TA

GE

RD

THE EARTHWORK SHOWN ABOVE IS FOR INFORMATION ONLY. ASSUMPTIONS FOR SHRINKAGE AND SWELL FACTORS ARE THE CONTRACTOR’S RESPONSIBILITY.

558 LF PER GEOTECH NOTE 9



INCLUDES 21 L.F. ON KY 448 CONN.

INCLUDES 52 L.F. ON M.L. (KY 1638)

4

5

6

11

12




2 EA PER GEOTECH NOTE 9








4 PER GEOTECH NOTE 103

APPROX. 73 ACRES

73

20

4

1

55

22

87

2

1

12

26

109

16

2

2

24

130

132

5

1

12

28

12

8 5

1

12

36

983

6342 CU. YD. EMB BENCHING

4929 CU. YD. DIT. EXC.

*228002 CU. YD. TOTAL EXC.

107

2

1

12

28

UNITDESCRIPTIONITEM NOTES:

GENERAL SUMMARY

10

TREATMENT

FOR TEMPORARY GUARDRAIL END

TEMP. GUARDRAILINCLUDES 4 FOR 7

19

10 DAYS BEFORE ANY DEMOLITION/REMOVAL BEGINS.

THE DIVISION OF AIR QUALITY FORM DEP 7036

THE CONTRACTOR SHALL COMPLETE AND SUBMIT TO

CONTRACTOR.

THIS STRUCTURE SHALL BECOME THE PROPERTY OF THE

STORAGE BUILDING

150’ LT STA. 807+50 - PARCEL 415 - 3300 SF METAL

2998

2775

2726

2709

2708

2707

2706

2705

2704

2703

2701

2696

2690

2677

2676

2671

2651

2651

2650

2600

2599

2597

2585

2569

2568

2562

2555

2545

2483

2475

2469

2432

2429

2397

2391

2371

2360

2262

2242

2223

2203

2200

2191

2160

2159

2091

2014

1982

1310

1028

1020

1010

1000

078

071

540 TONS FOR CONTAINMENT BASINS

426 TONS FROM PIPE SUMMARY

3546 TONS PER GEOTECH NOTE 102








1009 SQ.YD. FOR RETAINING WALL

3069 SQ.YD. PER GEOTECH NOTE 103







460

43

2

2

1

12

36

78

6

18

17

1

16

15

14

13

11

10

9

8

19

7

6

5

4

3

2

1

MASONRY COATING

ARROW PANEL

STAKING

CLEAN TEMP SILT FENCE

CLEAN SILT TRAP TYPE C

CLEAN SILT TRAP TYPE B

CLEAN SILT TRAP TYPE A

SILT TRAP TYPE C

SILT TRAP TYPE B

SILT TRAP TYPE A

TEMP SILT FENCE

SHOULDER RUMBLE STRIPS-SAWED

SAFELOADING

ASPHALT PAVE MILLING & TEXTURING

MOBILIZATION FOR MILL & TEXT

PORTABLE CHANGEABLE MESSAGE SIGN

DIVERSIONS (BY-PASS DETOURS) KY 313 DIVERSION #2


MAINTAIN & CONTROL TRAFFIC

FABRIC GEOTEXTILE TY IV FOR PIPE

FABRIC-GEOTEXTILE TYPE IV

FABRIC-GEOTEXTILE TYPE II

EDGE KEY

DEMOBILIZATION

MOBILIZATION

TEMPORARY SIGNS

CONCRETE-CLASS B

CLEARING AND GRUBBING

CHANNEL LINING CLASS II

PLUG WATER WELL

CLEAN SINKHOLE

WITNESS POST

RIGHT-OF-WAY MONUMENT TYPE 1

TEMP GUARDRAIL

GUARDRAIL END TREATMENT TYPE 4A

GUARDRAIL END TREATMENT TYPE 7

GUARDRAIL TERMINAL SECTION NO. 1

FENCE-WOVEN WIRE TYPE I

WATER

GRANULAR EMBANKMENT

STRUCTURE EXCAV-UNCLASSIFIED

ROADWAY EXCAVATION

STRUCTURE DEMOLITION

CLEAN TEMP DITCH

TEMP DITCH

REMOVE PAVEMENT

BARRICADE-TYPE III

DELINEATOR FOR GUARDRAIL M/W

REMOVE PIPE

PERF PIPE HEADWALL TY 3-4 IN


NON-PERFORATED PIPE-4 IN

PERFORATED PIPE-4 IN

CRUSHED AGGREGATE SIZE NO 2


SQYD

EACH

LS

LF

EACH

EACH

EACH

EACH

EACH

EACH

LF

LF

CUYD

TON

LS

EACH

LS

LS

LS

SQYD

SQYD

SQYD

LF

LS

LS

SQFT

CUYD

LS

TON

EACH

EACH

EACH

EACH

LF

EACH

EACH

EACH

LF

M GAL

CUYD

CUYD

CUYD

EACH

LF

LF

SQYD

EACH

EACH

LF

EACH

EACH

LF

LF

TON

TON

378

2

1

11347

228

228

228

76

76

76

11347

6816

9

254

1

6

1

1

1

2485

46119

1100

172

1

1

1396

356

1

490

1

15

67

66

400

3

4

3

19729

430

19768

1792

228002

1

11347

11347

13447

14

34

244

19

7

1545

2136

13003

110

378

2

1

11347

228

228

228

76

76

76

11347

6816

9

714

1

6

1

1

1

4552

46369

1200

280

1

1

1396

356

1

966

1

17

111

76

400

3

6

3

19729

430

19918

1792

228002

1

11347

11347

13831

14

38

244

28

7

1696

2462

13003

120

498

250

100

17

50

2

8

8

150

384

1

12

20

10

1630 CY FOR RETAINING WALL

5088 CY PER GEOTECH NOTE 103



Se

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mber 22, 2015

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R0020

FT

SMicro

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COUNTY OF ITEM NO. SHEET NO.

MEADE 04-297.65 R2F

GENERAL SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

FIN

AL

CO

NS

T

PL

AN

SU

BMIT

TA

L\

CO

NS

T. R

EV. #1 9-21-

15\04-297-65

CO

NS

T. R

EV1\

DG

N\

R0020

FT

S.

DG

NFIL

E

NA

ME:

REVISED 9/22/15

AS ESTIMATED BY THE DESIGNER.

PROBABLE AMOUNT OF EROSION CONTROL FEATURES

EROSION CONTROL QUANTITIES ARE BASED ON THE TO

TA

LS

3

2

FOR WRAPPING PIPE TRENCH BACKFILL

1

MAINTAINING TRAFFFIC ONLY

FOR CONTROLLING DUST CAUSED BY

15

8

SEE SHEET R2G

SEE DETAIL SHEETS


16

EMBANKMENT:

EXCAVATION:

164015 CU. YD. EMB.

4821 CU. YD. ROCK EXC.

164015 CU. YD. EMB. TOTAL

EARTHWORK CALCULATIONS:

18106 CU. YD. PROFILE BENCHING

193804 CU. YD. COM. EXC.

* INCLUDES 169 C.Y. FROM PIPE SUMMARY

17

9

13

14

18

MAIN

LIN

E

KY 17

36

KY 17

36

AC

CESS

RD

DO

E

RU

N

TO

P

HIL

L

RD.

EN

TR

AN

CES

ST

A.

775+

73

K

Y 313

RT

AC

CESS

RD

ST

A.

775+

73

KY 313

FR

ON

TA

GE

RD

CO

NN

EC

TO

RK

Y 448

ST

A.

801+

00

KY 313 LT

AC

CESS

RD

ST

A.8

14+

34.5

0K

Y 313 LT

AC

CESS

RD

LIN

E FR

ON

T.

&

CE

DA

RC

ED

AR LIN

E

ST

A.

854+

75

KY 313 LT

AC

CESS

RD

ST

A.

854+

75

KY 313

RT

FR

ON

TA

GE

RD

THE EARTHWORK SHOWN ABOVE IS FOR INFORMATION ONLY. ASSUMPTIONS FOR SHRINKAGE AND SWELL FACTORS ARE THE CONTRACTOR’S RESPONSIBILITY.




INCLUDES 21 L.F. ON KY 448 CONN.

INCLUDES 52 L.F. ON M.L. (KY 1638)

4

5

6

11

12












4 PER GEOTECH NOTE 103

APPROX. 73 ACRES

73

20

4

1

55

22

87

2

1

12

26

109

16

2

2

24

130

132

5

1

12

28

12

8 5

1

12

36

983

6342 CU. YD. EMB BENCHING

4929 CU. YD. DIT. EXC.

*228002 CU. YD. TOTAL EXC.

107

2

1

12

28

UNITDESCRIPTIONITEM NOTES:

GENERAL SUMMARY

10

TREATMENT

FOR TEMPORARY GUARDRAIL END

TEMP. GUARDRAILINCLUDES 4 FOR 7

19

10 DAYS BEFORE ANY DEMOLITION/REMOVAL BEGINS.

THE DIVISION OF AIR QUALITY FORM DEP 7036

THE CONTRACTOR SHALL COMPLETE AND SUBMIT TO

CONTRACTOR.

THIS STRUCTURE SHALL BECOME THE PROPERTY OF THE

STORAGE BUILDING

150’ LT STA. 807+50 - PARCEL 415 - 3300 SF METAL

2998

2775

2726

2709

2708

2707

2706

2705

2704

2703

2701

2696

2690

2677

2676

2671

2651

2651

2650

2600

2599

2597

2585

2569

2568

2562

2555

2545

2483

2475

2469

2432

2429

2397

2391

2371

2360

2262

2242

2223

2203

2200

2191

2160

2159

2091

2014

1982

1310

1028

1020

1010

1000

078

071

540 TONS FOR CONTAINMENT BASINS

426 TONS FROM PIPE SUMMARY









1009 SQ.YD. FOR RETAINING WALL








460

43

2

2

1

12

36

78

6

18

17

1

16

15

14

13

11

10

9

8

19

7

6

5

4

3

2

1

MASONRY COATING

ARROW PANEL

STAKING

CLEAN TEMP SILT FENCE

CLEAN SILT TRAP TYPE C

CLEAN SILT TRAP TYPE B

CLEAN SILT TRAP TYPE A

SILT TRAP TYPE C

SILT TRAP TYPE B

SILT TRAP TYPE A

TEMP SILT FENCE

SHOULDER RUMBLE STRIPS-SAWED

SAFELOADING

ASPHALT PAVE MILLING & TEXTURING

MOBILIZATION FOR MILL & TEXT

PORTABLE CHANGEABLE MESSAGE SIGN



MAINTAIN & CONTROL TRAFFIC

FABRIC GEOTEXTILE TY IV FOR PIPE

FABRIC-GEOTEXTILE TYPE IV

FABRIC-GEOTEXTILE TYPE II

EDGE KEY

DEMOBILIZATION

MOBILIZATION

TEMPORARY SIGNS

CONCRETE-CLASS B

CLEARING AND GRUBBING

CHANNEL LINING CLASS II

PLUG WATER WELL

CLEAN SINKHOLE

WITNESS POST

RIGHT-OF-WAY MONUMENT TYPE 1

TEMP GUARDRAIL

GUARDRAIL END TREATMENT TYPE 4A

GUARDRAIL END TREATMENT TYPE 7

GUARDRAIL TERMINAL SECTION NO. 1

FENCE-WOVEN WIRE TYPE I

WATER

GRANULAR EMBANKMENT

STRUCTURE EXCAV-UNCLASSIFIED

ROADWAY EXCAVATION

STRUCTURE DEMOLITION

CLEAN TEMP DITCH

TEMP DITCH

REMOVE PAVEMENT

BARRICADE-TYPE III

DELINEATOR FOR GUARDRAIL M/W

REMOVE PIPE



NON-PERFORATED PIPE-4 IN

PERFORATED PIPE-4 IN



SQYD

EACH

LS

LF

EACH

EACH

EACH

EACH

EACH

EACH

LF

LF

CUYD

TON

LS

EACH

LS

LS

LS

SQYD

SQYD

SQYD

LF

LS

LS

SQFT

CUYD

LS

TON

EACH

EACH

EACH

EACH

LF

EACH

EACH

EACH

LF

M GAL

CUYD

CUYD

CUYD

EACH

LF

LF

SQYD

EACH

EACH

LF

EACH

EACH

LF

LF

TON

TON

378

2

1

11347

228

228

228

76

76

76

11347

6816

9

254

1

6

1

1

1

2485

46119

1100

172

1

1

1396

356

1

490

1

15

67

66

400

3

4

3

19729

430

19768

1792

228002

1

11347

11347

13447

14

34

244

19

7

1545

2136

13003

110

378

2

1

11347

228

228

228

76

76

76

11347

6816

9

714

1

6

1

1

1

4552

46369

1200

280

1

1

1396

356

1

966

1

17

111

76

400

3

6

3

19729

430

19918

1792

228002

1

11347

11347

13831

14

38

244

28

7

1696

2462

13003

120

498

250

100

17

50

2

8

8

150

384

1

12

20

10

1630 CY FOR RETAINING WALL




Se

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mber 22, 2015

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MEADE 04-297.65 R2F

GENERAL SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

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E 4-297-65 S

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DE

LIV

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AB

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SE

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TO

TR

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ET\

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S.

DG

NFIL

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NA

ME:

REVISED 9/22/15

14

4061

3:1 AND STEEPER

FOR PROTECTION OF SLOPES

MAIN

LIN

E

ST

A.

775+

73

K

Y 313

RT

AC

CESS

RD

ST

A.

775+

73

KY 313

FR

ON

TA

GE

RD

KY 17

36

CO

NN

EC

TO

RK

Y 448

KY 17

36

AC

CESS

RD

DO

E

RU

N

ST

A.

801+

00

KY 313 LT

AC

CESS

RD

ST

A.8

14+

34.5

0K

Y 313 LT

AC

CESS

RD

LIN

E FR

ON

T.

&

CE

DA

RC

ED

AR LIN

E

TO

P

HIL

L

RD.

ST

A.

854+

75

KY 313 LT

AC

CESS

RD

ST

A.

854+

75

KY 313

RT

FR

ON

TA

GE

RD

EN

TR

AN

CES

TO

TA

LS

2

3


ENGINEER

AND/OR AS DIRECTED BY THE

FOR USE ON RESIDENTIAL LOTS

4

4

145137

2

420

5

336

5

5

8

10

2

10

SHEETS

SPECIAL SEED MIXTURE SEE DETAIL

APPROX. 8000 SQUARE YARDS OF

OF TILLED ORGANIC LOAM AND

APPROXIMATELY 442 CUBIC YARDS

UNIT

GENERAL SUMMARY

DESCRIPTIONITEM NOTES:

11

14253

DESCRIPTIONREQ’D.

NO.SIZE I.D. QUANTITY UNIT

CONSTRUCTION SIGNS

DO NOT PASS

FEET

LEFT LANE CLOSED 1000

FEET


ROAD WORK 1/2 MILE

ARROW

REVERSE CURVE

TWO WAY TRAFFIC

DO NOT ENTER

ROAD CLOSED

STEEL PLATE AHEAD

BUMP

FRESH OIL

WET PAVEMENT

IN WORK ZONE

WARNING FINE DOUBLED

END DOUBLE FINE

RIGHT SHOULDER CLOSED

500 FT


FLAGGER AHEAD

ONE LANE ROAD 500 FT


ROADWORK 500 FT

ROADWORK 1000 FT

ROADWORK 1500 FT

ROADWORK AHEAD

500 FEET

PLATE

35 MPH ADVISORY SPEED

AHEAD

REDUCED SPEED LIMIT

DIRECTION ARROW

LANE SHIFT

LANE SHIFT

END ROAD WORK

2

1

1

1

1

1

6

2

8

2

2

7

7

4

4

7

7

7

5

5

7

5

5

7

2

7

7

2

2

2

7

36"X48"

48"X48"

48"X48"

48"X48"

60"X30"

48"X48"

48"X48"

36"X36"

48"X30"

48"X24"

36"X36"

36"X36"

36"X36"

36"X48"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

24"X18"

24"X24"

36"X36"

48"X24"

30"X30"

30"X30"

48"X24"

R4-1

W20-1

W20-1

W20-1

W1-6

W1-4

W6-3

R5-1

R11-2

G20-2

W20-7

W21-2

-

-

-

W21-5a

W21-5b

W20-7a

W20-4

W20-4

W20-1

W20-1

W20-1

W20-1

W16-2P

W13-1

W3-5

W1-6

W1-4aR

W1-4aL

G20-2

10

16

16

16

13

16

96

18

80

16

18

63

63

48

36

112

112

63

45

45

112

80

45

63

6

28

63

16

13

13

56

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

22378 SQ. YD. FOR DITCH LINING

91 SQ. YD. FROM PIPE SUMMARY

INCLUDES:1

26

5

4

3

2

1

23988EC

23274EN11F

22941ND

22664EN

21802EN

21289ED

20550ND

20458ES403

10030NS

10020NS

24540

6591

6589

6574

6568

6567

6514

6510

5992

5990

5989

5985

5964

5963

5953

5952

5950

GRASS SWALE

TURF REINFORCEMENT MAT 1

CLEAN MODIFIED SILT TRAP

WATER BLASTING EXISTING STRIPE

G/R STEEL W BEAM-S FACE (7 FT POST)

LONGITUDINAL EDGE KEY

SAWCUT PAVEMENT

CENTERLINE RUMBLE STRIPS

ASPHALT ADJUSTMENT

FUEL ADJUSTMENT

R/W MONUMENT TYPE 3

PAVEMENT MARKER TYPE V-BY

PAVEMENT MARKER TYPE V-MW

PAVE MARKING-THERMO CURV ARROW

PAVE MARKING-THERMO STOP BAR-24 IN


PAVE STRIPING-PERM PAINT-4 IN

PAVE STRIPING-TEMP PAINT-4 IN

AGRICULTURAL LIMESTONE

SODDING

SPECIAL SEEDING CROWN VETCH

SEEDING AND PROTECTION

20-10-10 FERTILIZER

INITIAL FERTILIZER

TEMP SEEDING AND PROTECTION

TEMP MULCH

EROSION CONTROL BLANKET

SQYD

SQYD

EACH

LF

LF

LF

LF

LF

DOLL

DOLL

EACH

EACH

EACH

EACH

LF

LF

LF

LF

TON

SQYD

SQYD

SQYD

TON

TON

SQYD

SQYD

SQYD

4413

3237

12

3000

3337.5

1449

2055

10175

67232

71473

1

161

70

18

108

56806

75120

171

8951

38969

275491

14.3

3

36983

369827

4413

4275

12

3000

3337.5

1449

2055

10175

67232

71473

35

161

70

18

108

45

75120

79688

171

8951

38969

275491

14

3

36983

369827

22469

Se

pte

mber 21, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

HE

ET

NA

ME:

R0020

GT

SMicro

Statio

n v8.11.7.443


MEADE 04-297.65 R2G

GENERAL SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

FIN

AL

CO

NS

T

PL

AN

SU

BMIT

TA

L\

CO

NS

T. R

EV. #1 9-17-15\04-297-65

CO

NS

T. R

EV1\

DG

N\

R0020

GT

S.

DG

NFIL

E

NA

ME:

REVISED 9/22/15

14

4061

3:1 AND STEEPER

FOR PROTECTION OF SLOPES

MAIN

LIN

E

ST

A.

775+

73

K

Y 313

RT

AC

CESS

RD

ST

A.

775+

73

KY 313

FR

ON

TA

GE

RD

KY 17

36

CO

NN

EC

TO

RK

Y 448

KY 17

36

AC

CESS

RD

DO

E

RU

N

ST

A.

801+

00

KY 313 LT

AC

CESS

RD

ST

A.8

14+

34.5

0K

Y 313 LT

AC

CESS

RD

LIN

E FR

ON

T.

&

CE

DA

RC

ED

AR LIN

E

TO

P

HIL

L

RD.

ST

A.

854+

75

KY 313 LT

AC

CESS

RD

ST

A.

854+

75

KY 313

RT

FR

ON

TA

GE

RD

EN

TR

AN

CES

TO

TA

LS

2

3


ENGINEER

AND/OR AS DIRECTED BY THE

FOR USE ON RESIDENTIAL LOTS

4

4

145137

2

420

5

336

5

5

8

10

2

10

SHEETS

SPECIAL SEED MIXTURE SEE DETAIL

APPROX. 8000 SQUARE YARDS OF

OF TILLED ORGANIC LOAM AND

APPROXIMATELY 442 CUBIC YARDS

UNIT

GENERAL SUMMARY

DESCRIPTIONITEM NOTES:

11

14253

DESCRIPTIONREQ’D.

NO.SIZE I.D. QUANTITY UNIT

CONSTRUCTION SIGNS

DO NOT PASS

FEET


FEET


ROAD WORK 1/2 MILE

ARROW

REVERSE CURVE

TWO WAY TRAFFIC

DO NOT ENTER

ROAD CLOSED

STEEL PLATE AHEAD

BUMP

FRESH OIL

WET PAVEMENT

IN WORK ZONE

WARNING FINE DOUBLED

END DOUBLE FINE


500 FT


FLAGGER AHEAD



ROADWORK 500 FT

ROADWORK 1000 FT

ROADWORK 1500 FT

ROADWORK AHEAD

500 FEET

PLATE

35 MPH ADVISORY SPEED

AHEAD

REDUCED SPEED LIMIT

DIRECTION ARROW

LANE SHIFT

LANE SHIFT

END ROAD WORK

2

1

1

1

1

1

6

2

8

2

2

7

7

4

4

7

7

7

5

5

7

5

5

7

2

7

7

2

2

2

7

36"X48"

48"X48"

48"X48"

48"X48"

60"X30"

48"X48"

48"X48"

36"X36"

48"X30"

48"X24"

36"X36"

36"X36"

36"X36"

36"X48"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

36"X36"

24"X18"

24"X24"

36"X36"

48"X24"

30"X30"

30"X30"

48"X24"

R4-1

W20-1

W20-1

W20-1

W1-6

W1-4

W6-3

R5-1

R11-2

G20-2

W20-7

W21-2

-

-

-

W21-5a

W21-5b

W20-7a

W20-4

W20-4

W20-1

W20-1

W20-1

W20-1

W16-2P

W13-1

W3-5

W1-6

W1-4aR

W1-4aL

G20-2

10

16

16

16

13

16

96

18

80

16

18

63

63

48

36

112

112

63

45

45

112

80

45

63

6

28

63

16

13

13

56

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

22378 SQ. YD. FOR DITCH LINING

91 SQ. YD. FROM PIPE SUMMARY

INCLUDES:1

26

5

4

3

2

1

23988EC

23274EN11F

22941ND

22664EN

21802EN

21289ED

20550ND

20458ES403

10030NS

10020NS

24540

6591

6589

6574

6568

6567

6514

6510

5992

5990

5989

5985

5964

5963

5953

5952

5950

GRASS SWALE

TURF REINFORCEMENT MAT 1

CLEAN MODIFIED SILT TRAP

WATER BLASTING EXISTING STRIPE

G/R STEEL W BEAM-S FACE (7 FT POST)

LONGITUDINAL EDGE KEY

SAWCUT PAVEMENT

CENTERLINE RUMBLE STRIPS

ASPHALT ADJUSTMENT

FUEL ADJUSTMENT

R/W MONUMENT TYPE 3

PAVEMENT MARKER TYPE V-BY

PAVEMENT MARKER TYPE V-MW

PAVE MARKING-THERMO CURV ARROW



PAVE STRIPING-PERM PAINT-4 IN

PAVE STRIPING-TEMP PAINT-4 IN

AGRICULTURAL LIMESTONE

SODDING

SPECIAL SEEDING CROWN VETCH

SEEDING AND PROTECTION

20-10-10 FERTILIZER

INITIAL FERTILIZER

TEMP SEEDING AND PROTECTION

TEMP MULCH

EROSION CONTROL BLANKET

SQYD

SQYD

EACH

LF

LF

LF

LF

LF

DOLL

DOLL

EACH

EACH

EACH

EACH

LF

LF

LF

LF

TON

SQYD

SQYD

SQYD

TON

TON

SQYD

SQYD

SQYD

4413

3237

12

3000

3337.5

1449

2055

10175

67232

71473

1

161

70

18

108

56806

75120

171

8951

38969

275491

14.3

3

36983

369827

4413

4275

12

3000

3337.5

1449

2055

10175

67232

71473

35

161

70

18

108

45

75120

79688

171

8951

38969

275491

14

3

36983

369827

22469

Se

pte

mber 21, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

HE

ET

NA

ME:

R0020

GT

SMicro

Statio

n v8.11.7.443


MEADE 04-297.65 R2G

GENERAL SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

FIN

AL

CO

NS

T

PL

AN

SU

BMIT

TA

L\

CO

NS

T. R

EV. #1 9-17-15\04-297-65

CO

NS

T. R

EV1\

DG

N\

R0020

GT

S.

DG

NFIL

E

NA

ME:

REVISED 9/22/15

ITE

MU

NIT

PA

VIN

G S

UM

MA

RY

ITE

M

PA

VIN

G

AR

EA

S

SQ

UA

RE

YA

RD

S

NO

TES

CO

DE

ITE

M

PROJECT

TOTALPROJECT

TOTAL

1IN

CL

UD

ES 18

8 S.

Y. F

OR

BA

CKFIL

LIN

G

MIL

LIN

G

AR

EA

S

KY 1736

1196

1196

1196

212

212

212

2855

5739

2855

2325

2325

913

4

875

875

875

211

211

211

ENTRANCES

802

802

802

2015

2015

2015

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

TO

N

SQ

YD

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

SQ

YD

TO

N

TO

N

261

2452

3470

313

7

3091

DIVERSIONS

MAINLINE

KY 1736

ACCESS RD

DOE RUN

STA. 801+00KY 313 LT

ACCESS RD

FRONTAGE RD

CEDAR LINE

TOP HILL RD

STA. 854+75KY 313 LT

FRONTAGE RD

STA. 854+75KY 313 LT

ACCESS RD

LINE RD

CEDAR

STA. 814+34.50 KY 313 LTACCESS RD

775+73KY 313 STA

FRONTAGE RD

STA. 775+73KY 313 RT

ACCESS ROAD

MAINLINE

STA. 775+73KY 313 RT

ACCESS ROAD

775+73KY 313 STA

FRONTAGE RD

KY 1736

KY 1736

ACCESS RD

DOE RUN

STA. 801+00KY 313 LT

ACCESS RD


LINE RD

CEDAR

FRONTAGE RD

CEDAR LINE

TOP HILL RD

STA. 854+75KY 313 LT

ACCESS RD

STA. 854+75KY 313 LT

FRONTAGE RD

ENTRANCES

DIVERSIONS

1535

101

261

213

386

539

798

81

197

557

139

336

955

55

133

378

82

199

565

196

964

674

1535

100

60

146

416

1 2 2

3

54 62702

210

1

388

358

301

223

221

214

190

103

100

141320

3

2

ES

TI

MA

TE

D

AT 115

LB

S. P

ER

SQ.

YD.

PE

R IN

CH

OF

DEP

TH.

ES

TI

MA

TE

D

AT 110

LB

S. P

ER

SQ.

YD.

AL

L

AS

HA

LT

MIX

TU

RES

SH

AL

L

BE

PE

R IN

CH

OF

DEP

TH,

UN

LES

S

NO

TE

D

OT

HE

RWIS

E.

(TO

TA

L IN

CL

UD

ES 2

AP

PLIC

ATIO

NS)

AS

PH

AL

T

SE

AL

AG

GR

EG

AT

E

@ 20

LB

S./

S.

Y.

AS

PH

AL

T

SE

AL

CO

AT

@ 2.4

LB

S./

S.

Y.

3 4 5

93

LB

S. P

ER

CU. F

T.

ES

TI

MA

TE

D

AT 6

%

BY

WEIG

HT

AT

6

AS

PH

AL

T

CU

RIN

G

SE

AL

ES

TI

MA

TE

D

AT 2

L.B./

S.

Y.

OF

SA

ND

FO

R

BL

OT

TE

R

ES

TI

MA

TE

D

AT 5

L.B./

S.

Y.

OF

1

24

58

166

348

348

348

357

357

357

25

59

169

SA

ND

FO

R

BL

OT

TE

R

CE

ME

NT

CO

NC

RE

TE

EN

TR

AN

CE P

AV

EM

EN

T- 8 IN

CL3

AS

PH S

UR

F 0.38

B

PG64-22

AS

PH

AL

T

CU

RIN

G

SE

AL

CL2

AS

PH

AL

T

SU

RF

AC

E 0.38

D

PG64-22

CL3

AS

PH

BA

SE 0.75

D

PG64-22

CL2

AS

PH

BA

SE 0.75

D

PG64-22

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

LE

VE

LIN

G

&

WE

DGIN

G

PG64-22

AS

PH

AL

T

SE

AL

CO

AT

AS

PH

AL

T

SE

AL

AG

GR

EG

AT

E

LI

ME

LI

ME S

TA

BILIZ

ED

RO

AD

BE

D

TR

AFFIC

BO

UN

D

BA

SE

CR

US

HE

D

ST

ON

E

BA

SE

1741

118246

246

246

168

406

1152

2438

2438

2438

616

10

616

10

616

10

616

10

512

4

512

4

17224

46594

45911

45280

44763

17224

50295

18868

1183

1183

1183

1

628

385

1085

SA

ND

FO

R

BL

OT

TE

R

AS

PH

AL

T

CU

RIN

G

SE

AL

LI

ME

10’

LI

ME S

TA

BILIZ

ED

RO

AD

BE

D

CE

ME

NT

CO

NC

RE

TE

EN

TR

AN

CE P

AV

EM

EN

T- 8 IN

AS

PH

AL

T

SE

AL

AG

GR

EG

AT

E

AS

PH

AL

T

SE

AL

CO

AT

4"

TR

AFFIC

BO

UN

D

BA

SE

10.25"

CR

US

HE

D

ST

ON

E

BA

SE

8"

CR

US

HE

D

ST

ON

E

BA

SE

4"

CR

US

HE

D

ST

ON

E

BA

SE

3.25"

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

3.00"

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

3.00"

CL3

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

3.00"

CL2

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

2.25"

CL2

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

1.25"

CL3

AS

PH

AL

T

SU

RF

AC

E 0.38

B

PG64-22

1.25"

CL2

AS

PH

AL

T

SU

RF

AC

E 0.38

D

PG64-22

CONNECTOR& KY 448

EX. KY 448

CONNECTOR& KY 448

EX. KY 448

648

453

1294

616

10

616

10

616

10

616

10

261

512

4

512

4

2452

17224

14942

52919

45911

45280

44763

37906

313

7

50295

53259

2735

2735

9428

500

TO

NS

AD

DE

D

FO

R

TE

MP

OR

AR

Y

SH

OU

LD

ER

WE

DG

E F

OR

MAIN

TAININ

G

DR

OP

OFFS

500

TO

NS

AD

DE

D

FO

R

MAIN

TAININ

G

EN

TR

AN

CES

DU

RIN

G

CO

NS

TR

UC

TIO

N

16346

TO

NS

AD

DE

D

FO

R

CS

B

KY 313 S

HO

UL

DE

R

WE

DG

E

154

3458

62

1297

7429

2862

15678

140

12102

1289

616

10

37214

154

261

3458

62

3662

7429

6696

15678

140

12102

1289

616

10

539

46744

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

FIN

AL

CO

NS

T

PL

AN

SU

BMIT

TA

L\

CO

NS

T. R

EV. #1 9-17-15\04-297-65

CO

NS

T. R

EV1\

DG

N\

R0020

HT

S.

DG

NFIL

E

NA

ME:

July

31, 2015

DA

TE P

LO

TT

ED:

jbro

wn

US

ER:

July

31, 2015

DA

TE P

LO

TT

ED:

jbro

wn

US

ER:

E-S

HE

ET

NA

ME:

R0020

HT

SMicro

Statio

n v8.11.7.443


MEADE 04-297.65 R2H

PAVING SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

FIN

AL

CO

NS

T

PL

AN

SU

BMIT

TA

L\

CO

NS

T. R

EV. #1 9-17-15\04-297-65

CO

NS

T. R

EV1\

DG

N\

R0020

HT

S.

DG

NFIL

E

NA

ME:

REVISED 9/18/2015

ITE

MU

NIT

PA

VIN

G S

UM

MA

RY

ITE

M

PA

VIN

G

AR

EA

S

SQ

UA

RE

YA

RD

S

NO

TES

CO

DE

ITE

M

PROJECT

TOTALPROJECT

TOTAL

1IN

CL

UD

ES 18

8 S.

Y. F

OR

BA

CKFIL

LIN

G

MIL

LIN

G

AR

EA

S

KY 1736

1196

1196

1196

212

212

212

2855

5739

2855

2325

2325

913

4

875

875

875

211

211

211

ENTRANCES

802

802

802

2015

2015

2015

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

TO

N

SQ

YD

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

TO

N

SQ

YD

TO

N

TO

N

261

2452

3470

313

7

3091

DIVERSIONS

MAINLINE

KY 1736

ACCESS RD

DOE RUN

STA. 801+00KY 313 LT

ACCESS RD

FRONTAGE RD

CEDAR LINE

TOP HILL RD

STA. 854+75KY 313 LT

FRONTAGE RD

STA. 854+75KY 313 LT

ACCESS RD

LINE RD

CEDAR


775+73KY 313 STA

FRONTAGE RD

STA. 775+73KY 313 RT

ACCESS ROAD

MAINLINE

STA. 775+73KY 313 RT

ACCESS ROAD

775+73KY 313 STA

FRONTAGE RD

KY 1736

KY 1736

ACCESS RD

DOE RUN

STA. 801+00KY 313 LT

ACCESS RD


LINE RD

CEDAR

FRONTAGE RD

CEDAR LINE

TOP HILL RD

STA. 854+75KY 313 LT

ACCESS RD

STA. 854+75KY 313 LT

FRONTAGE RD

ENTRANCES

DIVERSIONS

1535

101

261

213

386

539

798

81

197

557

139

336

955

55

133

378

82

199

565

196

964

674

1535

100

60

146

416

1 2 2

3

54 62702

210

1

388

358

301

223

221

214

190

103

100

141320

3

2

ES

TI

MA

TE

D

AT 115

LB

S. P

ER

SQ.

YD.

PE

R IN

CH

OF

DEP

TH.

ES

TI

MA

TE

D

AT 110

LB

S. P

ER

SQ.

YD.

AL

L

AS

HA

LT

MIX

TU

RES

SH

AL

L

BE

PE

R IN

CH

OF

DEP

TH,

UN

LES

S

NO

TE

D

OT

HE

RWIS

E.

(TO

TA

L IN

CL

UD

ES 2

AP

PLIC

ATIO

NS)

AS

PH

AL

T

SE

AL

AG

GR

EG

AT

E

@ 20

LB

S./

S.

Y.

AS

PH

AL

T

SE

AL

CO

AT

@ 2.4

LB

S./

S.

Y.

3 4 5

93

LB

S. P

ER

CU. F

T.

ES

TI

MA

TE

D

AT 6

%

BY

WEIG

HT

AT

6

AS

PH

AL

T

CU

RIN

G

SE

AL

ES

TI

MA

TE

D

AT 2

L.B./

S.

Y.

OF

SA

ND

FO

R

BL

OT

TE

R

ES

TI

MA

TE

D

AT 5

L.B./

S.

Y.

OF

1

24

58

166

348

348

348

357

357

357

25

59

169

SA

ND

FO

R

BL

OT

TE

R

CE

ME

NT

CO

NC

RE

TE

EN

TR

AN

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AV

EM

EN

T- 8 IN

CL3

AS

PH S

UR

F 0.38

B

PG64-22

AS

PH

AL

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CU

RIN

G

SE

AL

CL2

AS

PH

AL

T

SU

RF

AC

E 0.38

D

PG64-22

CL3

AS

PH

BA

SE 0.75

D

PG64-22

CL2

AS

PH

BA

SE 0.75

D

PG64-22

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

LE

VE

LIN

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&

WE

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PG64-22

AS

PH

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SE

AL

CO

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AS

PH

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T

SE

AL

AG

GR

EG

AT

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ME

LI

ME S

TA

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ED

RO

AD

BE

D

TR

AFFIC

BO

UN

D

BA

SE

CR

US

HE

D

ST

ON

E

BA

SE

1741

118246

246

246

168

406

1152

2438

2438

2438

616

10

616

10

616

10

616

10

512

4

512

4

17224

46594

45911

45280

44763

17224

50295

18868

1183

1183

1183

1

628

385

1085

SA

ND

FO

R

BL

OT

TE

R

AS

PH

AL

T

CU

RIN

G

SE

AL

LI

ME

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LI

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TA

BILIZ

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RO

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TR

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AS

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AL

T

SE

AL

AG

GR

EG

AT

E

AS

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AL

T

SE

AL

CO

AT

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AFFIC

BO

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D

BA

SE

10.25"

CR

US

HE

D

ST

ON

E

BA

SE

8"

CR

US

HE

D

ST

ON

E

BA

SE

4"

CR

US

HE

D

ST

ON

E

BA

SE

3.25"

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

3.00"

CL3

AS

PH

AL

T

BA

SE 1.

00

D

PG64-22

3.00"

CL3

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

3.00"

CL2

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

2.25"

CL2

AS

PH

AL

T

BA

SE 0.75

D

PG64-22

1.25"

CL3

AS

PH

AL

T

SU

RF

AC

E 0.38

B

PG64-22

1.25"

CL2

AS

PH

AL

T

SU

RF

AC

E 0.38

D

PG64-22

CONNECTOR& KY 448

EX. KY 448

CONNECTOR& KY 448

EX. KY 448

648

453

1294

616

10

616

10

616

10

616

10

261

512

4

512

4

2452

17224

14942

52919

45911

45280

44763

37906

313

7

50295

53259

2735

2735

9428

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TO

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DE

D

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R

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16346

TO

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AD

DE

D

FO

R

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KY 313 S

HO

UL

DE

R

WE

DG

E

154

3458

62

1297

7429

2862

15678

140

12102

1289

616

10

37214

154

261

3458

62

3662

7429

6696

15678

140

12102

1289

616

10

539

46744

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

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AB

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SE

NT

TO

TR

AN

SP

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EV. #1 9-17-15\04-297-65

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T. R

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DG

N\

R0020

HT

S.

DG

NFIL

E

NA

ME:

July

31, 2015

DA

TE P

LO

TT

ED:

jbro

wn

US

ER:

July

31, 2015

DA

TE P

LO

TT

ED:

jbro

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US

ER:

E-S

HE

ET

NA

ME:

R0020

HT

SMicro

Statio

n v8.11.7.443


MEADE 04-297.65 R2H

PAVING SUMMARY

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

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SE

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ME:

REVISED 9/18/2015

IPIP

ASP

H

ASPH

ASPHASPH

ASP

H

1-S FR

SH

ASPH

ASPH

ASPH

ASPH

TANKSGAS

RES1-S-BLK

BANK1-S-B

R

COMM1-S-F

R

MARTBP

CANOPYPUMPGAS

RES

GRAVELRES

GAR

GR

AVEL

RES1-S-VS G

RA

VEL

GARBLK

IE 657.74

IE 646.99

18" CMP

OE 644.12

OE 644.97

18" CMP

IE 646.7

5

15" CMP

1-S-FRRES

1-S-FRRES

1-S-FR

IP

IP

IPIP

IP

IP

IP

IPIP

IP

IP

TG 660.99

GRAVEL

24"

RCP

ASPH

ASPH

ASP

H

TANK

TANK

TANK

TANK

TANK

1-S-VS

MH

SH

KY 16

38

EX.

R/

W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

ESMTEX. PERM. TANK

SEPTIC

TANK

SEPTIC

TANKSEPTIC

TANKSEPTIC

FIE

LD

LATER

AL

FIELDLATERAL

FIELD

LATERAL

ASPHALT

MH

SHED

ELEC (3) ELEC (3)

TEL (1)

ELEC (2)

TEL (4)

TEL (5)

TEL (5)

TEL (5)

TEL (2)

TEL (5)

ELEC (3)

TEL (1)

TEL (2)

ELE

C (2)

TEL (1)

ELEC (5)

ELEC (3)

BR

ACE

WIR

E

EX.

R/

W

ELE

C (1)

641.66OE

WV

WVWMWVWVWV

WV

WV

BM#148

0’ 100’ 200’50’

DISTURBDO NOT

440

P

PCBS

SAHAJANAND, LLC

436

P 439

P

438

P

437

P

454

P

SINKHOLE

CLEAN

MA

TC

HLIN

E S

TA. 845+00

IP #211

IP #212

IP #213

GAR

GAR

METAL

GRAVEL

COMM1-S-METAL

SALES""SEARS AUTO

ELEV. 653.22

STA. 854+45.94, 247.60 RT.

W/ ALUMINUM CAP

BM#148 - CONCRETE MONUMENT

JUPIN, (HIS WIFE)

WILLIAM E. JUPIN & MARY C.

APPROX. ELEV. = 692.00

STA. 847+18

LOW WIRE


STA. 847+60

LOW WIRE


STA. 851+65

LOW WIRE


STA. 852+14

LOW WIRE


STA. 853+21

LOW WIRE


STA. 855+40

LOW WIRE

ELEV. 641.86

THROAT

SINK HOLE

ELEV. 653.83

THROAT

SINK HOLE

ELEV. 645.69

THROAT

SINK HOLE

ELEV. 644.22

THROAT

SINK HOLE

M.L. STA. 854+75

ACCESS ROAD STA. 50+00

850

+00

855

+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 00°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

M.L. STA. 855+50

END PROJECT

12’

12’

12’

12’8’ PAVED SHLD.

8’ PAVED SHLD.

10’

10’

12’

12’

12’

12’

10’10’

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE


FRONTAGE ROAD STA. 50+00

D

Runout = SEE XSECTIONS

Runoff = SEE XSECTIONS

Emax = 8.0%

e = 3.2%

E = 22.81’

R = 3800.00’

L = 830.72’

T = 417.02’

= 12°31’31.79"LT

P.I. STA. 845+88.35

KY 313

D



Emax = 4.0%

e = 3.5%

E = 166.17’

R = 1640.00’

L = 1417.99’

T = 756.74’

= 49°32’22.70"LT

P.I. STA. 858+26.73

KY 313

D

Runout = 32.5’

Runoff = 39’

Emax = 8.0

e = 2.4%

E = 15.06’

R = 1000.00’

L = 344.92’

T = 174.19’

= 19°45’45.81"LT

P.I. STA. 46+25.79

FRONTAGE ROAD

90°

90°

R=25’

R=25’

R=25’ R=25’

R=45’

R=45’

R=50’

60.00+00.00

55.00+10.00

R=45’

R=45’55.00+16.03

R=50’

60.00+09.21

80.00+07.25

R=50’

TO BRANDENBURG

TO

MULDR

AU

GH

TOP HILL ROAD

O.E. 643.61

24" P

IP

E

24"

PIP

E

18" PIPE

644.89

O.E.

SHLD.

3’ PAVED

USING APPROACH PAVEMENT DESIGN.

CONSTRUCT 3’ PAVED SHOULDER

STA. 48+73 RT. TO STA. 49+61.49 RT.

ACCESS RD. KY 313 LT. STA. 854+75

CONST. LIMITS

CONST. LIMITS

645.61

I.E.

SINKHOLE

FILL AND CAP

4’ F.B. GRASS SWALE

& BLDG. REMOVAL

SLOPE CONST.

TEMP. ESMT. FOR

CONST. & BLDG. REMOVALTEMP. ESMT. FOR SLOPE

ENT. CONST.

TEMP. ESMT. FOR

PROP. R/W & C/A LINE & FENCE


ELEV. 661.24

IN DITCH TO

CONST. BERM

KY 313 STA. 850+50 LT.

15" P

IP

E

15" PIPE

450

P

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

SLOPE & ENTR. CONST.

BUILDING REMOVAL,

TEMP. ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.


STA. 846+63

LOW WIRE


STA. 846+70

LOW WIRE

SPCL. 4’ F.B. RDWY. DT.

RDWY. DT.

SPCL. 4’ F.B.

4’ F.B. RDWY. DT.4’ F.B. SURF.

DT.

"V" D

T.

S

PC

L.

SPCL. "V" DT.

NORM. RDWY. DT.

NORM. RDWY. DT.

NORM. RDWY. DT.

SPCL. "V" DT. NORM. RDWY. DT.SPCL. "V" DT.

SPCL. "V" DT.

PIPE

SIZESTATION SURFACE WIDTH TYPE

LNG. AREA(yd )SURFACE

2

- -

RURAL ENTRANCE CONSTRUCTION FRONTAGE ROAD

98

36’ 15"FIELD 121

42+60

46+24

TBB

TBB

16’

16’

RES.

STATION

BEGIN

STATION

ENDLENGTH

881 FT

SOUTHBOUND

CONSTRUCT W\W. FENCE TYPE 1

845+00 854+10

855+64.46 856+52.07 84 FT

STATION

BEGIN

STATION

ENDLENGTH

853+66.93

NORTHBOUND


845+00 969 FT

SLOPE CONST.

TEMP. ESMT. FOR

PIPE



2

57’ 15" 27448+60 LT. 20’

RURAL ENTRANCE CONSTRUCTION ACCESS ROAD

ASPHALT FIELD

12’

12’12’12’

12’

12’

12’

14’

STA. TO STA. SIZE/TYPE LENGTHTYPE D T QUANTITY

CHANNEL LINING

-1

-1

-1

-1

1 -

DITCH CONSTRUCTION SOUTHBOUND

845+00 - 845+20 50 FT ECB 25 SQ. YDS.

845+20 - 850+30

4’ F.B. RDWY. DT.

SPCL. 4’ F.B. RDWY. DT. 510 FT ECB 695 SQ. YDS.

850+30 - 850+50 SPCL. 4’ F.B. RDWY. DT. 20 FT ECB 25 SQ. YDS.

850+50 - 853+00 4’ F.B. RDWY. DT. 250 FT ECB 315 SQ. YDS.

853+00 -854+00 4’ F.B. SURF. DT. 100 FT ECB 126 SQ. YDS.


CHANNEL LINING

-1

-1

75 FT ECB 69 SQ. YDS.


ACCESS RD. KY 313 STA. 854+75 DITCH CONSTRUCTION LT.

48+00 - 48+75 SPCL. "V" DT.

48+75 - 49+20 SURF. DT.


CHANNEL LINING

-1

-1

-1

-1

1 -




125 FT 88 SQ. YDS.

48+25 - 48+75* 100 FT 71 SQ. YDS.

FRONTANGE RD. DITCH CONSTRUCTION LT.

41+20 - 41+75 NORM. RDWY. DT.

43+00 - 45+00 NORM. RDWY. DT.

45+00 - 47+00 SPCL. "V" DT.

47+00 - 48+25 NORM. RDWY. DT. TRM 1

SPCL. "V" DT. TRM 1

48+75 - 49+50 SPCL. "V" DT. 75 FT 1 - 53 SQ. YDS.ECB

* Outlet ditch quantity included in length


CHANNEL LINING

-1

-1

-1

-1


ECB 35 SQ. YDS.


250 FT 177 SQ. YDS.

FRONTAGE RD. DITCH CONSTRUCTION RT.

41+80 - 42+00 NORM. RDWY. DT.

42+00 - 42+50 SPCL. "V" DT. 50 FT

42+50 - 44+50 NORM. RDWY. DT.

47+00 - 49+50 NORM. RDWY. DT. TRM 1


CHANNEL LINING

-1

-1

-1

DITCH CONSTRUCTION NORTHBOUND



852+00 - 854+00 4’ F.B. GRASS SWALE 200 FT 251 SQ. YDS.TRM 1

436P

SIPES, (HUSBAND AND WIFE)

EDDIE M. SIPES & ELIZABETH D.

JENKINS, (HUSBAND AND WIFE) AND

CHARLES A. JENKINS & MARGARET L.

644.41I.E.

RDWY. DT.

SPCL. 4’ F.B.

RDWY. DT.

4’ F.B.

659.02I.E.


STA. 49+25.75

LOW WIRE

TRAFFIC TURNING MOVEMENTS

2029 DHVs-PM

2029 DHVs-AM

LEGEND KY 313 EXTENSION

KY 16

38

50

70

80

50

3200

1480

1720980

740

79

0

86

0

91

0

1700

620670

1030

1700

3400

1630

1770760

1010

10

90

1900

74

0

81

0

890970

830

1800

CONTAINMENT BASIN CONSTRUCTION

SQ.YD.

SIDE LT. OR RT.

CRUSHED AGG. NO. 57

CHANNEL LINING CL II

GEOTEXTILE FABRIC TY II

UNIT QUANTITY

STATION

TON

TON

10

50

100

ITEM

CASE

M.L. 854+00

LT.

1

EDGE KEY

CONST 52 L.F.

FILL AND CAP SINK HOLE

SIDE LT. OR RT.STATION OFFSET

M.L. 854+82 RT 65’

UNIT QUANTITY

CU.YD. 282

ITEM

GRANULAR EMBANKMENT

GEOTEXTILE FABRIC TY IV SQ.YD. 539

EACH 1CLEAN SINKHOLE

PROP. R/W

& JOHN AEBERSOLD

CAROL AEBERSOLD WHELEN,

GAYE AEBERSOLD CHAPMAN,

& SEEDED 110 S.Y.

PVMT. TO BE REMOVED

WORLEY, JR.

WILLIAM E.

ALTON R. WORLEY &

434

P

434

P

AND WIFE)

RONALD MORENO & LORETTA MORENO, (HUSBAND

COREY B. BENAVIDEZ, (SINGLE) AND

RDWY. DT.

NORM.

RD

WY. D

T.

NOR

M.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+77.6

2

RT.

M.L. STA. 856+52.07

END ROW PROJECTEDGE KEY

CONST 80 L.F.

BLANKENSHIP

TERESA

DONNY &

435

P

JOHN WHITE AEBERSOLD

WEST HOLSEN ESTATE

SIGN

SIGN BRACING

DO NOT DISTURB

(BY OTHERS)

FUTURE WIDENING TO 3 LANES

SLOPE CONST.

TEMP. ESMT. FOR

500 LF LONGITUDINAL EDGE KEYCONST. 500 LF. SAW CUT ANDSTA. 850+00 RT. TO KY 1638

CLEAN SINK HOLE

SQ.YD.

SIDE LT. OR RT.

UNIT QUANTITY

STATION

ITEM

M.L. 853+90

GEOTEXTILE FABRIC TY IV 150

RT. OFFSET 153’

GRANULAR EMBANKMENT CU. YD. 100

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

VADA L.

STEVEN W. WARDRIP &

KEY550 LF LONGITUDINAL EDGE CONST. 550 LF. SAW CUT AND855+50 LT.STA. 850+00 LT. TO STA.

KY 313

Se

pte

mber 11, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

HE

ET

NA

ME:

R017

00

PL

Micro

Statio

n v8.11.7.443


MEADE 04-297.65 R17

STA. 845+00 TO STA. 858+00 SCALE: 1"=50"

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

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ET\

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RE

VISIO

N\

R017

00

PL.

DG

NFIL

E

NA

ME:

W.E.

740.9

REVISED 9/18/2015

IPIP

ASP

H

ASPH

ASPHASPH

ASP

H

1-S FR

SH

ASPH

ASPH

ASPH

ASPH

TANKSGAS

RES1-S-BLK

BANK1-S-B

R

COMM1-S-F

R

MARTBP

CANOPYPUMPGAS

RES

GRAVELRES

GAR

GR

AVEL

RES1-S-VS G

RA

VEL

GARBLK

IE 657.74

IE 646.99

18" CMP

OE 644.12

OE 644.97

18" CMP

IE 646.7

5

15" CMP

1-S-FRRES

1-S-FRRES

1-S-FR

IP

IP

IPIP

IP

IP

IP

IPIP

IP

IP

TG 660.99

GRAVEL

24"

RCP

ASPH

ASPH

ASP

H

TANK

TANK

TANK

TANK

TANK

1-S-VS

MH

SH

KY 16

38

EX.

R/

W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

ESMTEX. PERM. TANK

SEPTIC

TANK

SEPTIC

TANKSEPTIC

TANKSEPTIC

FIE

LD

LATER

AL

FIELDLATERAL

FIELD

LATERAL

ASPHALT

MH

SHED

ELEC (3) ELEC (3)

TEL (1)

ELEC (2)

TEL (4)

TEL (5)

TEL (5)

TEL (5)

TEL (2)

TEL (5)

ELEC (3)

TEL (1)

TEL (2)

ELE

C (2)

TEL (1)

ELEC (5)

ELEC (3)

BR

ACE

WIR

E

EX.

R/

W

ELE

C (1)

641.66OE

WV

WVWMWVWVWV

WV

WV

BM#148

0’ 100’ 200’50’

DISTURBDO NOT

440

P

PCBS

SAHAJANAND, LLC

436

P 439

P

438

P

437

P

454

P

SINKHOLE

CLEAN

MA

TC

HLIN

E S

TA. 845+00

IP #211

IP #212

IP #213

GAR

GAR

METAL

GRAVEL

COMM1-S-METAL

SALES""SEARS AUTO

ELEV. 653.22

STA. 854+45.94, 247.60 RT.

W/ ALUMINUM CAP


JUPIN, (HIS WIFE)



STA. 847+18

LOW WIRE


STA. 847+60

LOW WIRE


STA. 851+65

LOW WIRE


STA. 852+14

LOW WIRE


STA. 853+21

LOW WIRE


STA. 855+40

LOW WIRE

ELEV. 641.86

THROAT

SINK HOLE

ELEV. 653.83

THROAT

SINK HOLE

ELEV. 645.69

THROAT

SINK HOLE

ELEV. 644.22

THROAT

SINK HOLE

M.L. STA. 854+75


850

+00

855

+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 00°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

M.L. STA. 855+50

END PROJECT

12’

12’

12’

12’8’ PAVED SHLD.

8’ PAVED SHLD.

10’

10’

12’

12’

12’

12’

10’10’

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE



D



Emax = 8.0%

e = 3.2%

E = 22.81’

R = 3800.00’

L = 830.72’

T = 417.02’

= 12°31’31.79"LT

P.I. STA. 845+88.35

KY 313

D



Emax = 4.0%

e = 3.5%

E = 166.17’

R = 1640.00’

L = 1417.99’

T = 756.74’

= 49°32’22.70"LT

P.I. STA. 858+26.73

KY 313

D

Runout = 32.5’

Runoff = 39’

Emax = 8.0

e = 2.4%

E = 15.06’

R = 1000.00’

L = 344.92’

T = 174.19’

= 19°45’45.81"LT

P.I. STA. 46+25.79

FRONTAGE ROAD

90°

90°

R=25’

R=25’

R=25’ R=25’

R=45’

R=45’

R=50’

60.00+00.00

55.00+10.00

R=45’

R=45’55.00+16.03

R=50’

60.00+09.21

80.00+07.25

R=50’

TO BRANDENBURG

TO

MULDR

AU

GH

TOP HILL ROAD

O.E. 643.61

24" P

IP

E

24"

PIP

E

18" PIPE

644.89

O.E.

SHLD.

3’ PAVED

USING APPROACH PAVEMENT DESIGN.

CONSTRUCT 3’ PAVED SHOULDER

STA. 48+73 RT. TO STA. 49+61.49 RT.

ACCESS RD. KY 313 LT. STA. 854+75

CONST. LIMITS

CONST. LIMITS

645.61

I.E.

SINKHOLE

FILL AND CAP

4’ F.B. GRASS SWALE

& BLDG. REMOVAL

SLOPE CONST.

TEMP. ESMT. FOR


ENT. CONST.

TEMP. ESMT. FOR



ELEV. 661.24

IN DITCH TO

CONST. BERM

KY 313 STA. 850+50 LT.

15" P

IP

E

15" PIPE

450

P

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR


BUILDING REMOVAL,

TEMP. ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.


STA. 846+63

LOW WIRE


STA. 846+70

LOW WIRE

SPCL. 4’ F.B. RDWY. DT.

RDWY. DT.

SPCL. 4’ F.B.

4’ F.B. RDWY. DT.4’ F.B. SURF.

DT.

"V" D

T.

S

PC

L.

SPCL. "V" DT.

NORM. RDWY. DT.

NORM. RDWY. DT.

NORM. RDWY. DT.

SPCL. "V" DT. NORM. RDWY. DT.SPCL. "V" DT.

SPCL. "V" DT.

PIPE



2

- -

RURAL ENTRANCE CONSTRUCTION FRONTAGE ROAD

98

36’ 15"FIELD 121

42+60

46+24

TBB

TBB

16’

16’

RES.

STATION

BEGIN

STATION

ENDLENGTH

881 FT

SOUTHBOUND


845+00 854+10

855+64.46 856+52.07 84 FT

STATION

BEGIN

STATION

ENDLENGTH

853+66.93

NORTHBOUND


845+00 969 FT

SLOPE CONST.

TEMP. ESMT. FOR

PIPE



2

57’ 15" 27448+60 LT. 20’

RURAL ENTRANCE CONSTRUCTION ACCESS ROAD

ASPHALT FIELD

12’

12’12’12’

12’

12’

12’

14’


CHANNEL LINING

-1

-1

-1

-1

1 -

DITCH CONSTRUCTION SOUTHBOUND

845+00 - 845+20 50 FT ECB 25 SQ. YDS.

845+20 - 850+30

4’ F.B. RDWY. DT.

SPCL. 4’ F.B. RDWY. DT. 510 FT ECB 695 SQ. YDS.



853+00 -854+00 4’ F.B. SURF. DT. 100 FT ECB 126 SQ. YDS.


CHANNEL LINING

-1

-1



ACCESS RD. KY 313 STA. 854+75 DITCH CONSTRUCTION LT.

48+00 - 48+75 SPCL. "V" DT.

48+75 - 49+20 SURF. DT.


CHANNEL LINING

-1

-1

-1

-1

1 -




125 FT 88 SQ. YDS.

48+25 - 48+75* 100 FT 71 SQ. YDS.

FRONTANGE RD. DITCH CONSTRUCTION LT.

41+20 - 41+75 NORM. RDWY. DT.

43+00 - 45+00 NORM. RDWY. DT.

45+00 - 47+00 SPCL. "V" DT.

47+00 - 48+25 NORM. RDWY. DT. TRM 1

SPCL. "V" DT. TRM 1

48+75 - 49+50 SPCL. "V" DT. 75 FT 1 - 53 SQ. YDS.ECB

* Outlet ditch quantity included in length


CHANNEL LINING

-1

-1

-1

-1


ECB 35 SQ. YDS.


250 FT 177 SQ. YDS.

FRONTAGE RD. DITCH CONSTRUCTION RT.

41+80 - 42+00 NORM. RDWY. DT.

42+00 - 42+50 SPCL. "V" DT. 50 FT

42+50 - 44+50 NORM. RDWY. DT.

47+00 - 49+50 NORM. RDWY. DT. TRM 1


CHANNEL LINING

-1

-1

-1

DITCH CONSTRUCTION NORTHBOUND



852+00 - 854+00 4’ F.B. GRASS SWALE 200 FT 251 SQ. YDS.TRM 1

436P





644.41I.E.

RDWY. DT.

SPCL. 4’ F.B.

RDWY. DT.

4’ F.B.

659.02I.E.


STA. 49+25.75

LOW WIRE

TRAFFIC TURNING MOVEMENTS

2029 DHVs-PM

2029 DHVs-AM

LEGEND KY 313 EXTENSION

KY 16

38

50

70

80

50

3200

1480

1720980

740

79

0

86

0

91

0

1700

620670

1030

1700

3400

1630

1770760

1010

10

90

1900

74

0

81

0

890970

830

1800

CONTAINMENT BASIN CONSTRUCTION

SQ.YD.

SIDE LT. OR RT.

CRUSHED AGG. NO. 57

CHANNEL LINING CL II

GEOTEXTILE FABRIC TY II

UNIT QUANTITY

STATION

TON

TON

10

50

100

ITEM

CASE

M.L. 854+00

LT.

1

EDGE KEY

CONST 52 L.F.

FILL AND CAP SINK HOLE

SIDE LT. OR RT.STATION OFFSET

M.L. 854+82 RT 65’

UNIT QUANTITY

CU.YD. 282

ITEM

GRANULAR EMBANKMENT

GEOTEXTILE FABRIC TY IV SQ.YD. 539

EACH 1CLEAN SINKHOLE

PROP. R/W

& JOHN AEBERSOLD



& SEEDED 110 S.Y.

PVMT. TO BE REMOVED

WORLEY, JR.

WILLIAM E.

ALTON R. WORLEY &

434

P

434

P

AND WIFE)



RDWY. DT.

NORM.

RD

WY. D

T.

NOR

M.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+77.6

2

RT.

M.L. STA. 856+52.07

END ROW PROJECTEDGE KEY

CONST 80 L.F.

BLANKENSHIP

TERESA

DONNY &

435

P


WEST HOLSEN ESTATE

SIGN

SIGN BRACING

DO NOT DISTURB

(BY OTHERS)

FUTURE WIDENING TO 3 LANES

SLOPE CONST.

TEMP. ESMT. FOR

500 LF LONGITUDINAL EDGE KEYCONST. 500 LF. SAW CUT ANDSTA. 850+00 RT. TO KY 1638

CLEAN SINK HOLE

SQ.YD.

SIDE LT. OR RT.

UNIT QUANTITY

STATION

ITEM

M.L. 853+90

GEOTEXTILE FABRIC TY IV 150

RT. OFFSET 153’

GRANULAR EMBANKMENT CU. YD. 100

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

VADA L.

STEVEN W. WARDRIP &

KEY550 LF LONGITUDINAL EDGE CONST. 550 LF. SAW CUT AND855+50 LT.STA. 850+00 LT. TO STA.

KY 313

Se

pte

mber 11, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

HE

ET

NA

ME:

R017

00

PL

Micro

Statio

n v8.11.7.443


MEADE 04-297.65 R17

STA. 845+00 TO STA. 858+00 SCALE: 1"=50"

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

P440

RE

VISIO

N\

R017

00

PL.

DG

NFIL

E

NA

ME:

W.E.

740.9

REVISED 9/18/2015

ASP

H

ASPH

ASPHASPH

ASP

H

1-S FR

SH

ASPH

ASPH

ASPH

ASPH

TANKSGAS

RES1-S-BLK

BANK

1-S-BR

COMM1-S-F

R

MARTBP

CANOPYPUMPGAS

RES

GRAVELRES

GAR

GR

AVEL

RES1-S-VS G

RA

VEL

GARBLK

IE 657.74

IE 646.99

18" CMP

OE 644.12

OE 644.97

18" CMP

IE 646.7

5

15" CMP

1-S-FRRES

1-S-FRRES

1-S-FR

IP

IP

IPIP

IP

IP

IP

IPIP

IP

IP

POST

TG 660.99

GRAVEL

24"

RCP

ASPH

ASPH

ASP

H

TANK

TANK

TANK

TANK

TANK

1-S-VS

MH

SH

KY 16

38

EX.

R/

W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

ESMTEX. PERM. TANK

SEPTIC

TANK

SEPTIC

TANKSEPTIC

TANKSEPTIC

FIE

LD

LATER

AL

FIELDLATERAL

FIELD

LATERAL

ASPHALT

MH

SHED

ELEC (3) ELEC (3)

TEL (1)

ELEC (2)

TEL (4)

TEL (5)

TEL (5)

TEL (5)

TEL (2)

TEL (5)

ELEC (3)

TEL (1)

TEL (2)

ELE

C (2)

TEL (1)

ELEC (5)

ELEC (3)

BR

ACE

WIR

E

EX.

R/

W

ELE

C (1)

641.66OE

N77°37’5

7"E

110.97’

S77°37’5

7"W

90.61’

S11°52’21"E252.21’

333.40’

S77°30’15"W - 421.

69’

300.26’

S86°02’0

6"W - 436.90’ 153.06’

S10°14’22"E

82.81’

S11°21’41"E

IPIP

0’ 100’ 200’50’

435

P

440

P

PCBS

SAHAJANAND, LLC

436

P

439

P

438

P

NORMA GRACE HOLSTON ESTATE

437

P

454

P

MA

TC

HLIN

E S

TA. 845+00

IP #211

IP #212

IP #213

GAR

GAR

METAL

GRAVEL

COMM1-S-METAL

SALES""SEARS AUTO

FIELD

LATERALTANK

SEPTIC

ELEV. 653.22

STA. 854+45.94, 247.60 RT.

W/ ALUMINUM CAP


JUPIN, (HIS WIFE)



STA. 847+18

LOW WIRE


STA. 847+60

LOW WIRE


STA. 851+65

LOW WIRE


STA. 852+14

LOW WIRE


STA. 853+21

LOW WIRE


STA. 855+40

LOW WIRE

ELEV. 641.86

THROAT

SINK HOLE

ELEV. 653.83

THROAT

SINK HOLE

ELEV. 645.69

THROAT

SINK HOLE

ELEV. 644.22

THROAT

SINK HOLE

M.L. STA. 854+75


850

+00

855

+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 00°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

M.L. STA. 855+50

END PROJECT

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE



D



Emax = 8.0%

e = 3.2%

E = 22.81’

R = 3800.00’

L = 830.72’

T = 417.02’

= 12°31’31.79"LT

P.I. STA. 845+88.35

KY 313

D



Emax = 4.0%

e = 3.5%

E = 166.17’

R = 1640.00’

L = 1417.99’

T = 756.74’

= 49°32’22.70"LT

P.I. STA. 858+26.73

KY 313

D

Runout = 32.5’

Runoff = 39’

Emax = 8.0

e = 2.4%

E = 15.06’

R = 1000.00’

L = 344.92’

T = 174.19’

= 19°45’45.81"LT

P.I. STA. 46+25.79

FRONTAGE ROAD

90°

90°

TO BRANDENBURG

TO

MULDR

AU

GH

TOP HILL ROAD

CONST. LIMITS

CONST. LIMITS

02.47

+40.0511.07

+69.40

52.89

+84.99

69.84

+91.03

80.99

+73.89

113.80

+74.02

64.82

+08.24

113.36

+05.14

84.55

+64.66

79.11

+52.23

97.95

+02.70

69.28

+20.44

44.58

+69.34

45.35

+39.77

54.45

+33.36

125.50

+62.57126.39

+96.46

49.40

+65.70

50.17

+50.74

26.58

+49.19

85.70

+05.03

30.19

+84.54

21.05

+28.2416.06

+28.67

48.85

+44.58

47.86

+85.94

01.81

+80.26

& BLDG. REMOVAL

SLOPE CONST.

TEMP. ESMT. FOR


ENT. CONST.

TEMP. ESMT. FOR



60.00

+21.59

45.00

+24.82

45.00

+90.00

75.00

+90.00

45.00

+40.0075.00

+60.00

45.00

+60.00

45.00

+40.00

30.00

+40.00

105.00

+40.00

165.00

+80.00160.00

+35.00

52.26

+80.00

90.00

+00.00 M.L.

87.04

+60.91 M.L.

78.80

+91.87 M.L.

96.53

+58.17 M.L.

108.80

+10.00 M.L.

85.00

+00.00

130.00

+50.00130.00

+00.00

140.00

+00.00

237.08

+77.62

30.00

+96.52

30.00

+70.00 FR.

57.18

+00.00

30.00

+00.00

29.56

+73.05 FR.

60.00

+00.00

136.33

+65.00

175.00

+65.00

283.55

+39.89

85.56

+64.46 M.L. 80.13

+52.07 M.L.

450

P

SLOPE CONST.

TEMP. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR


BUILDING REMOVAL,

TEMP. ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.

105.00

+80.00 FR.

105.00

+00.00 FR.

30.00

+35.00 FR.

130.30

+63.25

60.00

+24.15

87.31

+56.12 M.L.

47.31

+38.28

30.00

+37.17

30.00

+28.04

160.66’

S12°12’41"W

87.18’N20°06

’59"W

N03°59’29"E54.88’4.69’

30.00

+26.04

202.00’

N00°21’13"W - 268.97’

43.42’

23.55’

130.0

0’

N69°5

3’0

1"E

38.6

7’

S77°13’13"W

288.11’

S02°31’22"E - 307.19’

154.16’

N05°56’24"W

110.17’

S07°52’02"E - 216.56’

38.13’

68.26’

55.2

4’

N85°3

5’5

3"W

N00°21’13"W - 323.74’

100.97’

211.12

10.64’

A B

N58°41’5

4"E

266.82’


STA. 846+63

LOW WIRE


STA. 846+70

LOW WIRE

SLOPE CONST.

TEMP. ESMT. FOR

120.00

+80.00 ACC.

76.85

+80.00 ACC.

120.00

+00.00 ACC.

40.00

+80.00 ACC.

40.00

+15.00 ACC.

N20°06’59"W

142.81’


STA. 49+25.75

LOW WIRE

PROP. R/W

& JOHN AEBERSOLD



360.03’

S76°47’5

5"W 438.99’

203.79’

N11°27’42"W

307.34’

J

H

S32°55’21"W

130.03’

82.16’

34.2

9’

S65°32’24"E

I

X

G

WORLEY, JR.

WILLIAM E.

ALTON R. WORLEY &


434

P

434

P

AND WIFE)



15.73

+29.21 FR.

10.90

+26.92 FR.

30.00

+82.63 FR.

105.00

+30.79 FR.

79.94

+30.34 FR.

30.00

+51.60

88.67

+89.98

79.52

+81.02 M.L.87.49

+65.28 M.L.

95.00’N20°06

’59"W - 173.48’

43.48’

35.00’

45.00

+00.00

45.00

+35.00 FR.

388.96

+73.29 FR.

358.45

+83.80 FR.

329.01

+01.12

302.29

+19.15

380.05

+44.69

85.5

2’S49°

41’30"

E

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+77.6

2

RT.

M.L. STA. 856+52.07

END ROW PROJECT

F

E

D

C

N

M

KL

AA

KK

LL

MM

CC II

GG

JJ

NN

OORR

SS

QQ

P

Y

Z

V

U

O

S

R

T

DD

FFEE

HH

PP

TTUU

VV

WW

108.07’

1375.00’G

ARC L =

R =

CHORD S02°17’04"E

108.04’

F

E

91.17’

19.12’

D

C N89°20’32"W

N85°26’16"W 26.73’

64.22’

N79°05’07"W

N79°05’07"W

I.D. BEARING DISTANCE

AR =

ARC

CHORD

L =

N41°40’49"W

BR =

CHORD N43°20’03"E

ARC L =

84.32’

55.00’

72.31’

55.00’

76.30’

78.90’

P N83°16’02"E 5.01’

ARC

CHORD

L =

R =

S05°22’43"E

1375.00’H

40.44’

40.44’

1425.00’I

ARC L =

R =

N04°55’39"WCHORD

N

M

60.12’

76.52’

K

L

S06°13’16"E 89.47’

59.27’

J N06°13’16"W

O S82°31’02"E 39.64’

N86°02’06"E

201.39’

N86°02’06"E

S06°13’16"E

W

DDR =

ARC

CHORD

L =

1030.00’

290.45’

S08°25’56"E

289.49’

23.65’

15.17’X

W

N06°43’58"W

N82°31’50"E

R N06°21’03"W 65.24’

Y

Z N06°43’58"W 66.31’

AA

BB

N50°44’53"W

2.34’

S S16°16’20"E

T

CC S09°41’13"E

S77°30’15"W 61.37’

N25°01’20"E 154.34’

102.66’

118.57’

299.76’

S58°41’54"W

V

U

S09°41’13"E 40.07’

S77°30’15"W 26.92’

EER =

ARC

CHORD

L =

FFR =

ARC

CHORD

L =

HHR =

ARC

CHORD

L =

277.00’

970.00’

970.00’

1030.00’

N08°32’05"W

276.06’

N18°24’58"W

57.57’

57.57’

64.82’

S18°18’49"E

64.81’

KK N51°01’08"W

JJ

II S76°47’55"W 18.85’

GG 60.11’

112.49’S09°41’13"E

S76°47’55"W

PP N69°53’01"E 30.00’

63.95’

263.31’

30.82’

263.31’

VV

WW

ARC

ARC L =

R =

S62°48’25"E

63.79’

R =

L =

SN52°29’45"E

30.80’

CHORD

CHORD

UU N55°23’59"E 1.03’

TT S21°02’23"E 83.37’

NN S29°53’37"E 64.77’

OO

SS

N21°02’23"W

83.36’

RR

QQ

N56°04’13"E 1.03’

181.07’

115.47’

N21°02’23"W

N56°04’13"E

RIGHT OF WAY DETAIL

317.65

+34.54 FR.313.73

+10.85 FR.

S09°44’51"E

24.02’

263.9

1’

N64°2

5’38"W

237.75’

90.16’

250.83’XX

ARC

R =

L =

S63°08’20"E

89.68’

CHORD

XX

355.94

+57.92 FR.

369.94

+97.67 FR.

464.48

+34.82 FR.

458.57

+78.81 FR.

73.58’

S09°44’51"E

329.66

+07.13 FR.

S89°20’3

2"E - 301.

97’

483.99

+68.17 M.L.

95.00

+00.00

N76°2

5’3

5"W

72.11’

N14°55’19"W

55.23’

S69°5

3’0

1"W

75.0

0’

S37°43’33"W

138.07’

BLANKENSHIP

TERESA

DONNY &

54.26

+22.77

93.67

+18.57

YY

YY

ARC

CHORD

R =

L =

S01°34’42"W

1425.00’

259.26’

258.90’

19.08’

64.35’

64.35’

Q NOT USED -

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

VADA L.

STEVEN W. WARDRIP &

436P





52.30

+32.47

BB N76°19’04"E25.00’

69.58

+69.66

N02°11’22"E91.07’

N84°05’0

2"E

141.

85’

10.24’

LLCHORD N10°59’59"W

R = 1689.50’

L = ARC

MMCHORD

52.93’

N14°09’01"W

R = 1714.50’

52.93’L = ARC

133.09’

133.12’

KY 313

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MEADE 04-297.65 R17A

STA. 845+00 TO STA. 858+00 SCALE: 1"=50"

Y:\

KY

TC 2007\207-13

9

ME

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EC 5\

DE

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NFIL

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NA

ME:

BM#148

WV

WVWMWVWVWV

WV

WV

644.5

W.E.

740.9

REVISED 9/18/2015

ASP

H

ASPH

ASPHASPH

ASP

H

1-S FR

SH

ASPH

ASPH

ASPH

ASPH

TANKSGAS

RES1-S-BLK

BANK

1-S-BR

COMM1-S-F

R

MARTBP

CANOPYPUMPGAS

RES

GRAVELRES

GAR

GR

AVEL

RES1-S-VS G

RA

VEL

GARBLK

IE 657.74

IE 646.99

18" CMP

OE 644.12

OE 644.97

18" CMP

IE 646.7

5

15" CMP

1-S-FRRES

1-S-FRRES

1-S-FR

IP

IP

IPIP

IP

IP

IP

IPIP

IP

IP

POST

TG 660.99

GRAVEL

24"

RCP

ASPH

ASPH

ASP

H

TANK

TANK

TANK

TANK

TANK

1-S-VS

MH

SH

KY 16

38

EX.

R/

W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

ESMTEX. PERM. TANK

SEPTIC

TANK

SEPTIC

TANKSEPTIC

TANKSEPTIC

FIE

LD

LATER

AL

FIELDLATERAL

FIELD

LATERAL

ASPHALT

MH

SHED

ELEC (3) ELEC (3)

TEL (1)

ELEC (2)

TEL (4)

TEL (5)

TEL (5)

TEL (5)

TEL (2)

TEL (5)

ELEC (3)

TEL (1)

TEL (2)

ELE

C (2)

TEL (1)

ELEC (5)

ELEC (3)

BR

ACE

WIR

E

EX.

R/

W

ELE

C (1)

641.66OE

N77°37’5

7"E

110.97’

S77°37’5

7"W

90.61’

S11°52’21"E252.21’

333.40’

S77°30’15"W - 421.

69’

300.26’

S86°02’0

6"W - 436.90’ 153.06’

S10°14’22"E

82.81’

S11°21’41"E

IPIP

0’ 100’ 200’50’

435

P

440

P

PCBS

SAHAJANAND, LLC

436

P

439

P

438

P

NORMA GRACE HOLSTON ESTATE

437

P

454

P

MA

TC

HLIN

E S

TA. 845+00

IP #211

IP #212

IP #213

GAR

GAR

METAL

GRAVEL

COMM1-S-METAL

SALES""SEARS AUTO

FIELD

LATERALTANK

SEPTIC

ELEV. 653.22

STA. 854+45.94, 247.60 RT.

W/ ALUMINUM CAP


JUPIN, (HIS WIFE)



STA. 847+18

LOW WIRE


STA. 847+60

LOW WIRE


STA. 851+65

LOW WIRE


STA. 852+14

LOW WIRE


STA. 853+21

LOW WIRE


STA. 855+40

LOW WIRE

ELEV. 641.86

THROAT

SINK HOLE

ELEV. 653.83

THROAT

SINK HOLE

ELEV. 645.69

THROAT

SINK HOLE

ELEV. 644.22

THROAT

SINK HOLE

M.L. STA. 854+75


850

+00

855

+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 00°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

M.L. STA. 855+50

END PROJECT

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE



D



Emax = 8.0%

e = 3.2%

E = 22.81’

R = 3800.00’

L = 830.72’

T = 417.02’

= 12°31’31.79"LT

P.I. STA. 845+88.35

KY 313

D



Emax = 4.0%

e = 3.5%

E = 166.17’

R = 1640.00’

L = 1417.99’

T = 756.74’

= 49°32’22.70"LT

P.I. STA. 858+26.73

KY 313

D

Runout = 32.5’

Runoff = 39’

Emax = 8.0

e = 2.4%

E = 15.06’

R = 1000.00’

L = 344.92’

T = 174.19’

= 19°45’45.81"LT

P.I. STA. 46+25.79

FRONTAGE ROAD

90°

90°

TO BRANDENBURG

TO

MULDR

AU

GH

TOP HILL ROAD

CONST. LIMITS

CONST. LIMITS

02.47

+40.0511.07

+69.40

52.89

+84.99

69.84

+91.03

80.99

+73.89

113.80

+74.02

64.82

+08.24

113.36

+05.14

84.55

+64.66

79.11

+52.23

97.95

+02.70

69.28

+20.44

44.58

+69.34

45.35

+39.77

54.45

+33.36

125.50

+62.57126.39

+96.46

49.40

+65.70

50.17

+50.74

26.58

+49.19

85.70

+05.03

30.19

+84.54

21.05

+28.2416.06

+28.67

48.85

+44.58

47.86

+85.94

01.81

+80.26

& BLDG. REMOVAL

SLOPE CONST.

TEMP. ESMT. FOR


ENT. CONST.

TEMP. ESMT. FOR



60.00

+21.59

45.00

+24.82

45.00

+90.00

75.00

+90.00

45.00

+40.0075.00

+60.00

45.00

+60.00

45.00

+40.00

30.00

+40.00

105.00

+40.00

165.00

+80.00160.00

+35.00

52.26

+80.00

90.00

+00.00 M.L.

87.04

+60.91 M.L.

78.80

+91.87 M.L.

96.53

+58.17 M.L.

108.80

+10.00 M.L.

85.00

+00.00

130.00

+50.00130.00

+00.00

140.00

+00.00

237.08

+77.62

30.00

+96.52

30.00

+70.00 FR.

57.18

+00.00

30.00

+00.00

29.56

+73.05 FR.

60.00

+00.00

136.33

+65.00

175.00

+65.00

283.55

+39.89

85.56

+64.46 M.L. 80.13

+52.07 M.L.

450

P

SLOPE CONST.

TEMP. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR


BUILDING REMOVAL,

TEMP. ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.

105.00

+80.00 FR.

105.00

+00.00 FR.

30.00

+35.00 FR.

130.30

+63.25

60.00

+24.15

87.31

+56.12 M.L.

47.31

+38.28

30.00

+37.17

30.00

+28.04

160.66’

S12°12’41"W

87.18’N20°06

’59"W

N03°59’29"E54.88’4.69’

30.00

+26.04

202.00’

N00°21’13"W - 268.97’

43.42’

23.55’

130.0

0’

N69°5

3’0

1"E

38.6

7’

S77°13’13"W

288.11’

S02°31’22"E - 307.19’

154.16’

N05°56’24"W

110.17’

S07°52’02"E - 216.56’

38.13’

68.26’

55.2

4’

N85°3

5’5

3"W

N00°21’13"W - 323.74’

100.97’

211.12

10.64’

A B

N58°41’5

4"E

266.82’


STA. 846+63

LOW WIRE


STA. 846+70

LOW WIRE

SLOPE CONST.

TEMP. ESMT. FOR

120.00

+80.00 ACC.

76.85

+80.00 ACC.

120.00

+00.00 ACC.

40.00

+80.00 ACC.

40.00

+15.00 ACC.

N20°06’59"W

142.81’


STA. 49+25.75

LOW WIRE

PROP. R/W

& JOHN AEBERSOLD



360.03’

S76°47’5

5"W 438.99’

203.79’

N11°27’42"W

307.34’

J

H

S32°55’21"W

130.03’

82.16’

34.2

9’

S65°32’24"E

I

X

G

WORLEY, JR.

WILLIAM E.

ALTON R. WORLEY &


434

P

434

P

AND WIFE)



15.73

+29.21 FR.

10.90

+26.92 FR.

30.00

+82.63 FR.

105.00

+30.79 FR.

79.94

+30.34 FR.

30.00

+51.60

88.67

+89.98

79.52

+81.02 M.L.87.49

+65.28 M.L.

95.00’N20°06

’59"W - 173.48’

43.48’

35.00’

45.00

+00.00

45.00

+35.00 FR.

388.96

+73.29 FR.

358.45

+83.80 FR.

329.01

+01.12

302.29

+19.15

380.05

+44.69

85.5

2’S49°

41’30"

E

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+77.6

2

RT.

M.L. STA. 856+52.07

END ROW PROJECT

F

E

D

C

N

M

KL

AA

KK

LL

MM

CC II

GG

JJ

NN

OORR

SS

QQ

P

Y

Z

V

U

O

S

R

T

DD

FFEE

HH

PP

TTUU

VV

WW

108.07’

1375.00’G

ARC L =

R =

CHORD S02°17’04"E

108.04’

F

E

91.17’

19.12’

D

C N89°20’32"W

N85°26’16"W 26.73’

64.22’

N79°05’07"W

N79°05’07"W

I.D. BEARING DISTANCE

AR =

ARC

CHORD

L =

N41°40’49"W

BR =

CHORD N43°20’03"E

ARC L =

84.32’

55.00’

72.31’

55.00’

76.30’

78.90’

P N83°16’02"E 5.01’

ARC

CHORD

L =

R =

S05°22’43"E

1375.00’H

40.44’

40.44’

1425.00’I

ARC L =

R =

N04°55’39"WCHORD

N

M

60.12’

76.52’

K

L

S06°13’16"E 89.47’

59.27’

J N06°13’16"W

O S82°31’02"E 39.64’

N86°02’06"E

201.39’

N86°02’06"E

S06°13’16"E

W

DDR =

ARC

CHORD

L =

1030.00’

290.45’

S08°25’56"E

289.49’

23.65’

15.17’X

W

N06°43’58"W

N82°31’50"E

R N06°21’03"W 65.24’

Y

Z N06°43’58"W 66.31’

AA

BB

N50°44’53"W

2.34’

S S16°16’20"E

T

CC S09°41’13"E

S77°30’15"W 61.37’

N25°01’20"E 154.34’

102.66’

118.57’

299.76’

S58°41’54"W

V

U

S09°41’13"E 40.07’

S77°30’15"W 26.92’

EER =

ARC

CHORD

L =

FFR =

ARC

CHORD

L =

HHR =

ARC

CHORD

L =

277.00’

970.00’

970.00’

1030.00’

N08°32’05"W

276.06’

N18°24’58"W

57.57’

57.57’

64.82’

S18°18’49"E

64.81’

KK N51°01’08"W

JJ

II S76°47’55"W 18.85’

GG 60.11’

112.49’S09°41’13"E

S76°47’55"W

PP N69°53’01"E 30.00’

63.95’

263.31’

30.82’

263.31’

VV

WW

ARC

ARC L =

R =

S62°48’25"E

63.79’

R =

L =

SN52°29’45"E

30.80’

CHORD

CHORD

UU N55°23’59"E 1.03’

TT S21°02’23"E 83.37’

NN S29°53’37"E 64.77’

OO

SS

N21°02’23"W

83.36’

RR

QQ

N56°04’13"E 1.03’

181.07’

115.47’

N21°02’23"W

N56°04’13"E

RIGHT OF WAY DETAIL

317.65

+34.54 FR.313.73

+10.85 FR.

S09°44’51"E

24.02’

263.9

1’

N64°2

5’38"W

237.75’

90.16’

250.83’XX

ARC

R =

L =

S63°08’20"E

89.68’

CHORD

XX

355.94

+57.92 FR.

369.94

+97.67 FR.

464.48

+34.82 FR.

458.57

+78.81 FR.

73.58’

S09°44’51"E

329.66

+07.13 FR.

S89°20’3

2"E - 301.

97’

483.99

+68.17 M.L.

95.00

+00.00

N76°2

5’3

5"W

72.11’

N14°55’19"W

55.23’

S69°5

3’0

1"W

75.0

0’

S37°43’33"W

138.07’

BLANKENSHIP

TERESA

DONNY &

54.26

+22.77

93.67

+18.57

YY

YY

ARC

CHORD

R =

L =

S01°34’42"W

1425.00’

259.26’

258.90’

19.08’

64.35’

64.35’

Q NOT USED -

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

VADA L.

STEVEN W. WARDRIP &

436P





52.30

+32.47

BB N76°19’04"E25.00’

69.58

+69.66

N02°11’22"E91.07’

N84°05’0

2"E

141.

85’

10.24’

LLCHORD N10°59’59"W

R = 1689.50’

L = ARC

MMCHORD

52.93’

N14°09’01"W

R = 1714.50’

52.93’L = ARC

133.09’

133.12’

KY 313

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MEADE 04-297.65 R17A

STA. 845+00 TO STA. 858+00 SCALE: 1"=50"

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KY

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BM#148

WV

WVWMWVWVWV

WV

WV

644.5

W.E.

740.9

REVISED 9/18/2015

RIGHT OF WAY SUMMARY

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

* INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)

AREA OBTAINED BY

D - DEED

M - MEASURED

M

M

D

M

D

D

M

D

M

D

M

M

D

D

D

D

M

D

M

D

D

M

M

M

P

D

D

D

M

M

M

D

D

M

P - PLAT

NO.

PARCELOWNER(S)

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

EASEMENTS AREA SEVEREDEXCESS PURCHASED PORTION REMAINING

TYPE

SYSTEM

SEWERNUMBER

BUILDINGS ACQUIRED

SOURCE OF TITLE REMARKS*

PERMANENT TEMPORARY LEFT RIGHT

ACRES SQ. FT. ACRES SQ. FT. SQ. FT. SQ. FT. ACRES SQ. FT. ACRES SQ. FT. ACRES SQ. FT. ACRES SQ. FT. YES NO C R F S

401 4 DB 157 PG 215

402 5.517 1

405 JEFF WATTS 1 DB 581 PG 577

408 1 DB 511 PG 384

409 4 DB 124 PG 290

410 ELTON YOUART 4 DB 584 PG 6

411 COLEMAN & SMITH: BRANDENBURG & DOE RUN MILLS, INC. 1 PG 38

374 PG 19, DB 374

DB 374 PG 10, DB

412 21.611 4 DB 538 PG 319

413 4 DB 85 PG 571

414 REBECCA ANN O’CONNOR 4 DB 560 PG 542

415 2.51 1 DB 576 PG 269

417 1

418 1

419 0.8081 1 DB 462 PG 589

420 0.7923 1 DB 454 PG 367

421 5.94 1 DB 207 PG 12

423 1 DB 491 PG 622

424 4 DB 507 PG 349

425 DB 271 PG 269

428 1

429 2.16 4

431 1.972 1 DB 484 PG 494

432 2.936 4 DB 481 PG 461

433 2.000 1 DB 372 PG 129

434 1 DB 375 PG 116

435 JOHN WHITE AEBERSOLD 1

436 0.931 4 DB 426 PG 463

437 4 DB 242 PG 165

438 1 PG 304

88 PG 370, DB 107

DB 86 PG 34, DB

439 1 DB 105 PG 491

440 1 570 PG 56

DB 158 PG 41, AD

445 1 DB 385 PG 402

446 1 DB 488 PG 62

448 2.772 4 DB 481 PG 20

PARCEL NUMBERS 442 - 444 NOT USED.

AREA OF TRACT.

PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL

WILLIAM B. MILES & JULIA A. MILES, (HIS WIFE)

ALVIN R. NALL & ROMONA J. NALL, (HIS WIFE)

NEVITT B. POWELL & KATHLEEN POWELL, (HIS WIFE)

MCGEHEE HUMPHREY & DAVIS LLC, XE8 SERIES

JASON C. MCGAHA & DONNA L. MCGAHA, (HIS WIFE)

LARRY D. ERWIN & DONNA O. ERWIN, (HIS WIFE)

JOE SMITH & DEBBIE SMITH, (HUSBAND AND WIFE)

GORDON T. JEWETT & DIANA L. JEWETT, (HIS WIFE)

CHRISTY THARPE, (MARRIED)

CHRIS DENNER & RITA ANN DENNER, (HUSBAND AND WIFE)

TROY SEELYE, (SINGLE)

PAUL B. HOBBS & ELIZABETH C. HOBBS, (HIS WIFE)

STEVEN W. WARDRIP & VADA L. WARDRIP, (HIS WIFE)

WILLIAM E. JUPIN & MARY C. JUPIN, (HIS WIFE)

ALTON R. WORLEY & WILLIAM E. WORLEY , JR.

BRUCE E. MCNEMAR & DAWNA M. MCNEMAR, (HUSBAND AND WIFE)

HAROLD WEILAGE, (SINGLE)

(LANDLOCKED)STEVEN M. CARNELL & LISA A. CARNELL, (HIS WIFE)

PICKETT, (WIFE AND HUSBAND)MELISSA CUMMINGS PICKETT & MICHAEL L.

LORETTA MORENO, (HUSBAND AND WIFE)COREY B. BENAVIDEZ, (SINGLE) AND RONALD MORENO &

SIPES, (HUSBAND AND WIFE)WIFE) AND EDDIE M. SIPES & ELIZABETH D. CHARLES A. JENKINS & MARGARET L. JENKINS, (HUSBAND AND

331.455

R7, R23

R7, R23

R11, R24

R11, R24

R11, R24

R13, R24

R11, R24

R15, R24

R15, R24

R15, R24

R17, R24

R17, R24

R17, R24

R17, R24

R15, R24

R17, R24

R7, R23

R17, R24

R15, R24

TOTAL TAKE (24768 sq ft), R13, R24

R11, R13, R24

R13, R15, R17, R24

R15, R17, R24

16.947

6675

2.614

24768

MELISSA CUMMINGS, (MARRIED) 54.033

9.825

1.003

1.821

3.044

2.753

BRUCE K. & TERRY L. ORY, (HUSBAND & WIFE)

D441 0.486

DB 507 PG 349

6424

WB W, PG 670DB 119 PG 519,

WB W, PG 670DB 480 PG 150,

PROJECT

AFFECTED BY

SEWER SYSTEM

STA. 832+00 TO STA. 854+75 MINIMUM SPACING IS 600 FEET


ONLY WHERE SPCIFICALLY SHOWN ON PLANS.

ACCESS HIGHWAY. ACCESS SHALL BE ALLOWED

THIS PROJECT IS A PARTIALLY CONTROLLED

2.02 R7, R19, R21, R23

LANDLOCKED (0.504 ac), R7, R21, R23

R7, R19, R21, R23

R9, R19, R21, R23

R9, R19, R21, R23

DB 581 PG 575

1450 10.754

0.629 2,978 16.318 16.318

2.608 1,358 1,928 2.909

1,825

1.576 1.072 0.504

122 1.112

41.748 2.623 32,372 23,722

120.888

2.909

2.02

0.504

120.164 0.724

39.125 39.125

3.576 27,507 327.871 327.879

2.219 10,2148,242 19.392 19.392

6675 0

6424 0

1.868 0.642 0.642

1.290 0.445 0.445

1.860 0.754 0.754

6,375

0.183 3,295 0.6093 0.6093

0.344 5,748 5.596 5.596

24768 0

1.696 126,924 1,600 52.337 52.337

0

0.382 5,790 9.443 9.443

1.596 0.564

1.082 965 0.890 0.890

1.152 18,560 14,508 1.784 1.784

0.722 7,999 1,743 1.278 1.278

0.396 6,931 0.607 0.607

9,078 4.181 4.181

3,995 0.523 0.523

0.541 5,992 1.280

0.521 6,883 2.523 2.523

0.742 11,488 4,157 2.011 2.011

0.570 0.762

0.255 1,834 0.231 0.231

1.128 0.528 1,935 0.600 0.600

4.809 25,384 6.704 0.187 6.89111.7

3,186

4,239 0.752

0.8001 0.8001

430 GARRY GENE THOMPSON

451 HERBERT & MARGARET THOMPSON R15, R24

R13, R15, R240.01245.378 D 45.366 45.366 DB 461 PG 435,1

DB 100 PG 46720.0 M 0.087 19.91319.913 1

& JOHN AEBERSOLDGAYE AEBERSOLD CHAPMAN, CAROL AEBERSOLD WHELEN,



R11, R11A, R24TOTAL TAKE (6675 sq ft),


R11, R11A, R24

R11, R11A, R24

R7, R11, R11A, R21, R23

R23, R24--TRACT 2 DEEDR9, R11, R11A, R13,

2.772

932

2,127

7,818

0.564

0.668

0.408

0.008

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1

1 1 1

1

1 1

1 1

1

1 1

1

1 1

1

2

3

X

2.02

0.002

2.772

0.752

R15, R24

1.735

0.7621.332

TOTAL TAKE (1.172 ac), R13, R24M1.172 1.172 1.172 1 1 1JAMES R. BROWN & LOU-ANN BROWN, (HUSBAND AND WIFE)

DB 136 PG 536X41.3051.305M1.305BETTYE J BROWN, (WIDOW)426

BETTYE J BROWN, (WIDOW) (LANDLOCKED)427 3.715 M 3.447 0.268 0.268 1 X 1 1 DB 136 PG 536 R13, R15, R15A, R24

LANDLOCKED (0.268 ac), R13, R15, R15A, R24

TOTAL TAKE (1.305 ac),

452

453

454 & JOHN AEBERSOLDGAYE AEBERSOLD CHAPMAN, CAROL AEBERSOLD WHELEN,

DONNY & TERESA BLANKENSHIP


& AUSTIN CHAPMANGABE CHAPMAN, GABERY CHAPMAN, CARESA CHAPMAN,

0 WB W, PG 670DB 134 PG 407,

4.849 13,698 DB 609 PG 622DB 381 PG 242,

D 0.130 23.65823.658 12,621 X

D 0.485 3.5163.516 11,002 X

M 0.607 14.15914.159 1 X

23.788

4.001

14.766

LOT 1B PC7 SHT267DB 605 PG 596

WB W, PG 670DB 125 PG 282

R13, R24

R15, R15A, R24

PARCEL 5 PC5 SHT86DB 609 PG 20

R15, R15A, R17, R17A, R24

DB 590 PG 390DB 431 PG 90

DB 605 PG 591

PC 5 PG 178DB 447 PG 60

MELISSA CUMMINGS (MARRIED) ET AL

1000

WENDE LEE

WEST HOLSEN ESTATE

1.280 0

8522

Se

pte

mber 11, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

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ET

NA

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R02200

RW

Micro

Statio

n v8.11.7.443


MEADE 04-297.65 R22

RIGHT OF WAY SUMMARY SHEET

SCALE: 1"=50

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

P440

RE

VISIO

N\

R02200

RW.

DG

NFIL

E

NA

ME:

REVISED 9/18/2015

RIGHT OF WAY SUMMARY

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

* INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)

AREA OBTAINED BY

D - DEED

M - MEASURED

M

M

D

M

D

D

M

D

M

D

M

M

D

D

D

D

M

D

M

D

D

M

M

M

P

D

D

D

M

M

M

D

D

M

P - PLAT

NO.

PARCELOWNER(S)

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

EASEMENTS AREA SEVEREDEXCESS PURCHASED PORTION REMAINING

TYPE

SYSTEM

SEWERNUMBER

BUILDINGS ACQUIRED

SOURCE OF TITLE REMARKS*

PERMANENT TEMPORARY LEFT RIGHT

ACRES SQ. FT. ACRES SQ. FT. SQ. FT. SQ. FT. ACRES SQ. FT. ACRES SQ. FT. ACRES SQ. FT. ACRES SQ. FT. YES NO C R F S

401 4 DB 157 PG 215

402 5.517 1

405 JEFF WATTS 1 DB 581 PG 577

408 1 DB 511 PG 384

409 4 DB 124 PG 290

410 ELTON YOUART 4 DB 584 PG 6

411 COLEMAN & SMITH: BRANDENBURG & DOE RUN MILLS, INC. 1 PG 38

374 PG 19, DB 374

DB 374 PG 10, DB

412 21.611 4 DB 538 PG 319

413 4 DB 85 PG 571

414 REBECCA ANN O’CONNOR 4 DB 560 PG 542

415 2.51 1 DB 576 PG 269

417 1

418 1

419 0.8081 1 DB 462 PG 589

420 0.7923 1 DB 454 PG 367

421 5.94 1 DB 207 PG 12

423 1 DB 491 PG 622

424 4 DB 507 PG 349

425 DB 271 PG 269

428 1

429 2.16 4

431 1.972 1 DB 484 PG 494

432 2.936 4 DB 481 PG 461

433 2.000 1 DB 372 PG 129

434 1 DB 375 PG 116

435 JOHN WHITE AEBERSOLD 1

436 0.931 4 DB 426 PG 463

437 4 DB 242 PG 165

438 1 PG 304

88 PG 370, DB 107

DB 86 PG 34, DB

439 1 DB 105 PG 491

440 1 570 PG 56

DB 158 PG 41, AD

445 1 DB 385 PG 402

446 1 DB 488 PG 62

448 2.772 4 DB 481 PG 20

PARCEL NUMBERS 442 - 444 NOT USED.

AREA OF TRACT.

PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL

WILLIAM B. MILES & JULIA A. MILES, (HIS WIFE)

ALVIN R. NALL & ROMONA J. NALL, (HIS WIFE)

NEVITT B. POWELL & KATHLEEN POWELL, (HIS WIFE)

MCGEHEE HUMPHREY & DAVIS LLC, XE8 SERIES

JASON C. MCGAHA & DONNA L. MCGAHA, (HIS WIFE)

LARRY D. ERWIN & DONNA O. ERWIN, (HIS WIFE)

JOE SMITH & DEBBIE SMITH, (HUSBAND AND WIFE)

GORDON T. JEWETT & DIANA L. JEWETT, (HIS WIFE)


CHRIS DENNER & RITA ANN DENNER, (HUSBAND AND WIFE)

TROY SEELYE, (SINGLE)

PAUL B. HOBBS & ELIZABETH C. HOBBS, (HIS WIFE)

STEVEN W. WARDRIP & VADA L. WARDRIP, (HIS WIFE)

WILLIAM E. JUPIN & MARY C. JUPIN, (HIS WIFE)

ALTON R. WORLEY & WILLIAM E. WORLEY , JR.

BRUCE E. MCNEMAR & DAWNA M. MCNEMAR, (HUSBAND AND WIFE)

HAROLD WEILAGE, (SINGLE)

(LANDLOCKED)STEVEN M. CARNELL & LISA A. CARNELL, (HIS WIFE)

PICKETT, (WIFE AND HUSBAND)MELISSA CUMMINGS PICKETT & MICHAEL L.

LORETTA MORENO, (HUSBAND AND WIFE)COREY B. BENAVIDEZ, (SINGLE) AND RONALD MORENO &

SIPES, (HUSBAND AND WIFE)WIFE) AND EDDIE M. SIPES & ELIZABETH D. CHARLES A. JENKINS & MARGARET L. JENKINS, (HUSBAND AND

331.455

R7, R23

R7, R23

R11, R24

R11, R24

R11, R24

R13, R24

R11, R24

R15, R24

R15, R24

R15, R24

R17, R24

R17, R24

R17, R24

R17, R24

R15, R24

R17, R24

R7, R23

R17, R24

R15, R24

TOTAL TAKE (24768 sq ft), R13, R24

R11, R13, R24

R13, R15, R17, R24

R15, R17, R24

16.947

6675

2.614

24768

MELISSA CUMMINGS, (MARRIED) 54.033

9.825

1.003

1.821

3.044

2.753

BRUCE K. & TERRY L. ORY, (HUSBAND & WIFE)

D441 0.486

DB 507 PG 349

6424

WB W, PG 670DB 119 PG 519,

WB W, PG 670DB 480 PG 150,

PROJECT

AFFECTED BY

SEWER SYSTEM






2.02 R7, R19, R21, R23

LANDLOCKED (0.504 ac), R7, R21, R23

R7, R19, R21, R23

R9, R19, R21, R23

R9, R19, R21, R23

DB 581 PG 575

1450 10.754

0.629 2,978 16.318 16.318

2.608 1,358 1,928 2.909

1,825

1.576 1.072 0.504

122 1.112

41.748 2.623 32,372 23,722

120.888

2.909

2.02

0.504

120.164 0.724

39.125 39.125

3.576 27,507 327.871 327.879

2.219 10,2148,242 19.392 19.392

6675 0

6424 0

1.868 0.642 0.642

1.290 0.445 0.445

1.860 0.754 0.754

6,375

0.183 3,295 0.6093 0.6093

0.344 5,748 5.596 5.596

24768 0

1.696 126,924 1,600 52.337 52.337

0

0.382 5,790 9.443 9.443

1.596 0.564

1.082 965 0.890 0.890

1.152 18,560 14,508 1.784 1.784

0.722 7,999 1,743 1.278 1.278

0.396 6,931 0.607 0.607

9,078 4.181 4.181

3,995 0.523 0.523

0.541 5,992 1.280

0.521 6,883 2.523 2.523

0.742 11,488 4,157 2.011 2.011

0.570 0.762

0.255 1,834 0.231 0.231

1.128 0.528 1,935 0.600 0.600

4.809 25,384 6.704 0.187 6.89111.7

3,186

4,239 0.752

0.8001 0.8001

430 GARRY GENE THOMPSON

451 HERBERT & MARGARET THOMPSON R15, R24

R13, R15, R240.01245.378 D 45.366 45.366 DB 461 PG 435,1

DB 100 PG 46720.0 M 0.087 19.91319.913 1






R11, R11A, R24

R11, R11A, R24

R7, R11, R11A, R21, R23

R23, R24--TRACT 2 DEEDR9, R11, R11A, R13,

2.772

932

2,127

7,818

0.564

0.668

0.408

0.008

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1

1 1 1

1

1 1

1 1

1

1 1

1

1 1

1

2

3

X

2.02

0.002

2.772

0.752

R15, R24

1.735

0.7621.332

TOTAL TAKE (1.172 ac), R13, R24M1.172 1.172 1.172 1 1 1JAMES R. BROWN & LOU-ANN BROWN, (HUSBAND AND WIFE)

DB 136 PG 536X41.3051.305M1.305BETTYE J BROWN, (WIDOW)426

BETTYE J BROWN, (WIDOW) (LANDLOCKED)427 3.715 M 3.447 0.268 0.268 1 X 1 1 DB 136 PG 536 R13, R15, R15A, R24

LANDLOCKED (0.268 ac), R13, R15, R15A, R24

TOTAL TAKE (1.305 ac),

452

453

454 & JOHN AEBERSOLDGAYE AEBERSOLD CHAPMAN, CAROL AEBERSOLD WHELEN,



& AUSTIN CHAPMANGABE CHAPMAN, GABERY CHAPMAN, CARESA CHAPMAN,

0 WB W, PG 670DB 134 PG 407,

4.849 13,698 DB 609 PG 622DB 381 PG 242,

D 0.130 23.65823.658 12,621 X

D 0.485 3.5163.516 11,002 X

M 0.607 14.15914.159 1 X

23.788

4.001

14.766

LOT 1B PC7 SHT267DB 605 PG 596

WB W, PG 670DB 125 PG 282

R13, R24

R15, R15A, R24

PARCEL 5 PC5 SHT86DB 609 PG 20

R15, R15A, R17, R17A, R24

DB 590 PG 390DB 431 PG 90

DB 605 PG 591

PC 5 PG 178DB 447 PG 60

MELISSA CUMMINGS (MARRIED) ET AL

1000

WENDE LEE

WEST HOLSEN ESTATE

1.280 0

8522

Se

pte

mber 11, 2015

DA

TE P

LO

TT

ED:

bm

attin

gly

US

ER:

E-S

HE

ET

NA

ME:

R02200

RW

Micro

Statio

n v8.11.7.443


MEADE 04-297.65 R22

RIGHT OF WAY SUMMARY SHEET

SCALE: 1"=50

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

DE

LIV

ER

AB

LES\

SE

NT

TO

TR

AN

SP

OR

TA

TIO

N

CA

BIN

ET\

P440

RE

VISIO

N\

R02200

RW.

DG

NFIL

E

NA

ME:

REVISED 9/18/2015

MA

TC

HLIN

E S

TA. 800

+00

0’ 400’ 800’200’

412

P

413

P414

P

411

P

419

P

415

P

417

P418

P

424

P

420

P

424

P

413

P

414

P

415

P

417

P

REBECCA ANN O’CONNOR 420

P

421

P

423

P425

P

428

P

427

P

423

P

425

P

434

P

429

P

431

P

432

P433

P

435

P

436

P

440

P

434

P

436

P

437

P438

P

439

P

421

P

GARRY GENE THOMPSON

429

P

448

P

431

P

435

P

440

P

PCBS

SAHAJANAND, LLC

433

P

437

P

438

P







(WIFE AND HUSBAND)

& MICHEAL L. PICKETT,

MELISSA CUMMINGS PICKETT

(SINGLE)

HAROLD WEILAGE,

(SINGLE)

TROY SEELYE,

POWELL, (HIS WIFE)

NEVITT B. POWELL & KATHLEEN

DAVIS LLC, XE8 SERIES

MCGEHEE HUMPHREY &

MCGAHA, (HIS WIFE)

JASON C. MCGAHA & DONNA L.

(HUSBAND AND WIFE)

JOE SMITH & DEBBIE SMITH,


DENNER, (HUSBAND AND WIFE)

CHRIS DENNER & RITA ANN

C. HOBBS, (HIS WIFE)

PAUL B. HOBBS & ELIZABETH

MORENO, (HUSBAND AND WIFE)

RONALD MORENO & LORETTA

COREY B. BENAVIDEZ, (SINGLE)

D. SIPES, (HUSBAND AND WIFE)

EDDIE M. SIPES & ELIZABETH

L. JENKINS, (HUSBAND AND WIFE)

CHARLES A. JENKINS & MARGARET WILLIAM E. WORLEY, JR.

ALTON R. WORLEY &

441

P

KY 313 STA. 835+87.81

KY 313 INITIAL BASELINE =

STA. 135+89.73

M.L. STA. 855+50

END PROJECT

M.L. STA. 854+75


M.L. STA. 801+00

STA. 50+00

ACCESS ROAD

805

+00

810

+00

815

+00

820

+00

825

+00

830

+00

835

+00

840

+00

845

+00

850

+00

855+00

860+00

865+

00

45

+00

115

+00

120

+00

125

+00

130

+00

135

+00

140

+00

45

+00

50

+00

418

P

419

PERWIN, (HIS WIFE)

LARRY D. ERWIN & DONNA O.

STA. 7+50

BEGIN ENTRANCE

STA. 52+00

END APPROACH

DOE RUN MILLS, INC.

BRANDENBURG &

COLEMAN & SMITH:

STA. 8+89.02

END FRONTAGE ROAD

STA. 40+92

ROAD

BEGIN FRONTAGE


STA. 50+00

FRONTAGE ROAD

STA. 46+65

BEGIN ACCESS RD

(SINGLE)

MELISSA CUMMINGS,

STA. 41+49.83

BEGIN ACCESS RD.

M.L. STA. 814+34.50

STA. 50+00

ACCESS RD.


EXIST. KY 448

EXIST. KY 448

EXIS

T.

KY 1638

ENT. CONST.

TEMP ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

PR

OP. R/

W

PR

OP. R/

W

ENT. CONST.

TEMP ESMT. FOR

EXIST. CE

DA

R LINE

RD.

ENT. CONST.

TEMP ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR


PROP. R/WEXI

ST. T

OP HI

LL RD.

EXIST. R/W

EXIST. R/W


ENT. CONST.

TEMP ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR450

P

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR

SLOPE CONST.

TEMP ESMT. FOR

SLOPE & ENT. CONST. BLDG. REMOVAL,TEMP ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

800+7

0

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

801+30

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

801+60

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

800+4

0

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

815

+00

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

813

+60

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

814

+65

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

814

+06.8

7

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

832

+55

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

831+50

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

832

+60

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

831+75

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

843

+70

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

844+3

0

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

843

+65.8

4

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

844+2

4.4

0

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

838+4

5

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

839+4

5

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

838+2

0

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

839+8

0

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+66.9

3

RT.

KY 313 STA. 835+87.81


STA. 135+89.73

M.L. STA. 832+00

STA. 50+00

TOP HILL RD.

430

P

451

P

STA. 45+00

BEGIN APPROACH

THOMPSON

MARGARET

HERBERT &

ENT. CONST.

TEMP. ESMT. FOR

& JOHN AEBERSOLD



M.L. STA. 856+52.07

END ROW PROJECT

JEWETT, (HIS WIFE)

GORDON T. JEWETT & DIANA L.

THOMPSON

HERBERT LEE JR

M.L. STA. 814+34.50

CEDAR LINE RD. STA. 50+00

STA. 51+19.35

CEDAR LINE RD.

STA. 5+00

FRONTAGE ROAD

BEGIN CEDAR LINE

426

P

BROWN, (HUSBAND AND WIFE)

JAMES R. BROWN & LOU-ANN

426

P

(WIDOW)

BETTYE J. BROWN

427

P

(LANDLOCKED)

(WIDOW)

BETTYE J. BROWN

428

P

& JOHN AEBERSOLD



452

P

DONNY & TERESA BLANKENSHIP453

P

454

P

& JOHN AEBERSOLD



453

P

454

P


CARESA CHAPMAN, & AUSTIN CHAPMAN

GABE CHAPMAN, GABREY CHAPMAN,

DB 431 PG 090

EASEMENT60’ RIGHT OF WAY

C. JUPIN, (HIS WIFE)

WILLIAM E. JUPIN & MARY 439

P

432

P

STA. 48+00

BEGIN ACCESS RD.

M.L. STA. 838+90STA. 10+00M.L. STA. 839+90 LT.ENTRANCE

PROP. R/W

ENT. CONST.

TEMP. ESMT. FOR

441

PMELISSA CUMMINGS (MARRIED) ET AL

WENDE LEE

WEST HOLSEN ESTATE

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

STEVEN W. WARDRIP & VADA L.

RIGHT OF WAY STRIP MAP

Se

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mber 15, 2015

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Micro

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MEADE 04-297.65 R24

STA. 800+00 TO STA. 855+50 SCALE: 1"=200"

Y:\

KY

TC 2007\207-13

9

ME

AD

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EC 5\

MA

ST

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MA

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8/20

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MA

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TA. 800

+00

0’ 400’ 800’200’

412

P

413

P414

P

411

P

419

P

415

P

417

P418

P

424

P

420

P

424

P

413

P

414

P

415

P

417

P

REBECCA ANN O’CONNOR 420

P

421

P

423

P425

P

428

P

427

P

423

P

425

P

434

P

429

P

431

P

432

P433

P

435

P

436

P

440

P

434

P

436

P

437

P438

P

439

P

421

P

GARRY GENE THOMPSON

429

P

448

P

431

P

435

P

440

P

PCBS

SAHAJANAND, LLC

433

P

437

P

438

P







(WIFE AND HUSBAND)

& MICHEAL L. PICKETT,

MELISSA CUMMINGS PICKETT

(SINGLE)

HAROLD WEILAGE,

(SINGLE)

TROY SEELYE,

POWELL, (HIS WIFE)

NEVITT B. POWELL & KATHLEEN

DAVIS LLC, XE8 SERIES

MCGEHEE HUMPHREY &

MCGAHA, (HIS WIFE)

JASON C. MCGAHA & DONNA L.

(HUSBAND AND WIFE)

JOE SMITH & DEBBIE SMITH,


DENNER, (HUSBAND AND WIFE)

CHRIS DENNER & RITA ANN

C. HOBBS, (HIS WIFE)

PAUL B. HOBBS & ELIZABETH

MORENO, (HUSBAND AND WIFE)

RONALD MORENO & LORETTA

COREY B. BENAVIDEZ, (SINGLE)

D. SIPES, (HUSBAND AND WIFE)

EDDIE M. SIPES & ELIZABETH

L. JENKINS, (HUSBAND AND WIFE)

CHARLES A. JENKINS & MARGARET WILLIAM E. WORLEY, JR.

ALTON R. WORLEY &

441

P

KY 313 STA. 835+87.81


STA. 135+89.73

M.L. STA. 855+50

END PROJECT

M.L. STA. 854+75


M.L. STA. 801+00

STA. 50+00

ACCESS ROAD

805

+00

810

+00

815

+00

820

+00

825

+00

830

+00

835

+00

840

+00

845

+00

850

+00

855+00

860+00

865+

00

45

+00

115

+00

120

+00

125

+00

130

+00

135

+00

140

+00

45

+00

50

+00

418

P

419

PERWIN, (HIS WIFE)

LARRY D. ERWIN & DONNA O.

STA. 7+50

BEGIN ENTRANCE

STA. 52+00

END APPROACH

DOE RUN MILLS, INC.

BRANDENBURG &

COLEMAN & SMITH:

STA. 8+89.02

END FRONTAGE ROAD

STA. 40+92

ROAD

BEGIN FRONTAGE


STA. 50+00

FRONTAGE ROAD

STA. 46+65

BEGIN ACCESS RD

(SINGLE)

MELISSA CUMMINGS,

STA. 41+49.83

BEGIN ACCESS RD.

M.L. STA. 814+34.50

STA. 50+00

ACCESS RD.


EXIST. KY 448

EXIST. KY 448

EXIS

T.

KY 1638

ENT. CONST.

TEMP ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

PR

OP. R/

W

PR

OP. R/

W

ENT. CONST.

TEMP ESMT. FOR

EXIST. CE

DA

R LINE

RD.

ENT. CONST.

TEMP ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR


PROP. R/WEXI

ST. T

OP HI

LL RD.

EXIST. R/W

EXIST. R/W


ENT. CONST.

TEMP ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP. ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR450

P

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

DRAINAGE

PERM. ESMT. FOR

ENT. CONST.

TEMP ESMT. FOR

SLOPE CONST.

TEMP ESMT. FOR

SLOPE & ENT. CONST. BLDG. REMOVAL,TEMP ESMT. FOR

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

800+7

0

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

801+30

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

801+60

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

800+4

0

LT.

LIN

E

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FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

815

+00

LT.

LIN

E

&

FE

NC

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D

AC

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SS

CO

NT

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L

813

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LT.

LIN

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BE

G. A

CC

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S

CO

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RO

L

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RT.

LIN

E

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FE

NC

E

EN

D

AC

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SS

CO

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RO

L

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7

RT.

LIN

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NC

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BE

G. A

CC

ES

S

CO

NT

RO

L

832

+55

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

831+50

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

832

+60

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

831+75

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

843

+70

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

844+3

0

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

843

+65.8

4

RT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

844+2

4.4

0

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

838+4

5

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

839+4

5

LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

838+2

0

RT.

LIN

E

&

FE

NC

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BE

G. A

CC

ES

S

CO

NT

RO

L

839+8

0

RT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

854+10

LT.

LIN

E

&

FE

NC

E

BE

G. A

CC

ES

S

CO

NT

RO

L

855+6

4.4

6 LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

856+5

2.0

7 LT.

LIN

E

&

FE

NC

E

EN

D

AC

CE

SS

CO

NT

RO

L

853

+66.9

3

RT.

KY 313 STA. 835+87.81


STA. 135+89.73

M.L. STA. 832+00

STA. 50+00

TOP HILL RD.

430

P

451

P

STA. 45+00

BEGIN APPROACH

THOMPSON

MARGARET

HERBERT &

ENT. CONST.

TEMP. ESMT. FOR

& JOHN AEBERSOLD



M.L. STA. 856+52.07

END ROW PROJECT

JEWETT, (HIS WIFE)

GORDON T. JEWETT & DIANA L.

THOMPSON

HERBERT LEE JR

M.L. STA. 814+34.50

CEDAR LINE RD. STA. 50+00

STA. 51+19.35

CEDAR LINE RD.

STA. 5+00

FRONTAGE ROAD

BEGIN CEDAR LINE

426

P

BROWN, (HUSBAND AND WIFE)

JAMES R. BROWN & LOU-ANN

426

P

(WIDOW)

BETTYE J. BROWN

427

P

(LANDLOCKED)

(WIDOW)

BETTYE J. BROWN

428

P

& JOHN AEBERSOLD



452

P

DONNY & TERESA BLANKENSHIP453

P

454

P

& JOHN AEBERSOLD



453

P

454

P


CARESA CHAPMAN, & AUSTIN CHAPMAN

GABE CHAPMAN, GABREY CHAPMAN,

DB 431 PG 090

EASEMENT60’ RIGHT OF WAY

C. JUPIN, (HIS WIFE)

WILLIAM E. JUPIN & MARY 439

P

432

P

STA. 48+00

BEGIN ACCESS RD.

M.L. STA. 838+90STA. 10+00M.L. STA. 839+90 LT.ENTRANCE

PROP. R/W

ENT. CONST.

TEMP. ESMT. FOR

441

PMELISSA CUMMINGS (MARRIED) ET AL

WENDE LEE

WEST HOLSEN ESTATE

EXCESS PURCHASE

WARDRIP, (HIS WIFE)

STEVEN W. WARDRIP & VADA L.

RIGHT OF WAY STRIP MAP

Se

pte

mber 15, 2015

DA

TE P

LO

TT

ED:

bm

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gly

US

ER:

E-S

HE

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NA

ME:

R02400

RW

Micro

Statio

n v8.11.7.443


MEADE 04-297.65 R24

STA. 800+00 TO STA. 855+50 SCALE: 1"=200"

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

EC 5\

MA

ST

ER

PL

AN

SE

T\06-S

TRIP

MA

PS\

ST

RIP

MA

P 2.

DG

NFIL

E

NA

ME:

RE

VIS

ED

9/1

8/20

15

BM#148

WV

WVWMWVWVWV

WV

WV

DISCHARGE

POINT

DISCHARGE

POINT

DISCHARGE

POINT

230

DDA

240

DDA

235

DDA

245

DDA

250

DDA

255

DDA

260

DDA

270

DDA

275

DDA

280

DDA

265

DDA

650

650

652

646

648

650

646

650

644

644

644

642

642

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656

648

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664

664

664

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664

666

666

666

666

666

666

668

668

668

668

668

670

0’ 100’ 200’50’

MA

TC

HLIN

E S

TA. 845+00

M.L. STA. 854+75


850

+00

855

+00

860+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 0°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

50+00

M.L. STA. 855+50

END PROJECT

12’

12’

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE



DISTURBED DRAINAGE AREAS

SECTION(ACRES)

DISTURBED AREA

(CU FT)

MAXIMUM SEDIMENT VOLUME

936

0.32 1152

1.24

0.80 2880

0.81

10440.29

DDA 260 0.52 1872

0.37 1332

70201.95

1.79 6444

0.12 432

0.26

EROSION CONTROL

DDA 230

DDA 235

DDA 240

DDA 245

DDA 250

DDA 255

DDA 265

DDA 270

DDA 275

DDA 280

4464

2916

230

DDA

240

DDA

240

DDA

250

DDA

DISCHARGE

POINT

DISCHARGE

POINT

280

DDA

270

DDA

260

DDA

DISCHARGE

POINT

245

DDA

250

DDA

255

DDA

235

DDA

265

DDA

275

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EROSION CONTROL

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Micro

Statio

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MEADE 04-297.65 R55

KY 313

STA. 845+00 TO STA. 855.+50 SCALE: 1"=50"

Y:\

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TC 2007\207-13

9

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REVISED 9/18/2015

BM#148

WV

WVWMWVWVWV

WV

WV

DISCHARGE

POINT

DISCHARGE

POINT

DISCHARGE

POINT

230

DDA

240

DDA

235

DDA

245

DDA

250

DDA

255

DDA

260

DDA

270

DDA

275

DDA

280

DDA

265

DDA

650

650

652

646

648

650

646

650

644

644

644

642

642

642

656

648

648

650

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660

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664

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666

666

666

666

666

666

668

668

668

668

668

670

0’ 100’ 200’50’

MA

TC

HLIN

E S

TA. 845+00

M.L. STA. 854+75


850

+00

855

+00

860+00

PT 850

+02.05

PC 850

+69.99

PI 845+88.35

PI 858+26.73

N 69°53’0

1" E

N 0°21’13" W

N 20°06’59"

W

45+00

50

+00

PC 44+51.

60

PT 47

+96.52

PI 46

+25.79

50+00

M.L. STA. 855+50

END PROJECT

12’

12’

STA. 48+00

BEGIN ACCESS RD.

ROAD STA. 40+92

BEGIN FRONTAGE



DISTURBED DRAINAGE AREAS

SECTION(ACRES)

DISTURBED AREA

(CU FT)

MAXIMUM SEDIMENT VOLUME

936

0.32 1152

1.24

0.80 2880

0.81

10440.29

DDA 260 0.52 1872

0.37 1332

70201.95

1.79 6444

0.12 432

0.26

EROSION CONTROL

DDA 230

DDA 235

DDA 240

DDA 245

DDA 250

DDA 255

DDA 265

DDA 270

DDA 275

DDA 280

4464

2916

230

DDA

240

DDA

240

DDA

250

DDA

DISCHARGE

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DISCHARGE

POINT

280

DDA

270

DDA

260

DDA

DISCHARGE

POINT

245

DDA

250

DDA

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DDA

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DDA

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R05500

EC

Micro

Statio

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MEADE 04-297.65 R55

KY 313

STA. 845+00 TO STA. 855.+50 SCALE: 1"=50"

Y:\

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9

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IP

IP

IP

IP

IP

IP

IP

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HLIN

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0’ 400’ 800’200’

BM#140 CP#143

BM#145

BM#148

CP#139

805

+00

810

+00

815

+00

820

+00

825

+00

830

+00

835

+00

840

+00

845

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850

+00

855+00

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PC 825

+30.22

PT 835

+87.81

PC 841+

71.

33

PT 850

+02.05

PC 850

+69.99

PT 86

4+87.9

8

PI 830

+59.98

PI 845

+88.35

PI 858+26.73

PT 4

+33.01

PI 4+18.7

4

45

+00

PC 48

+14.61

PT 49+12.00

PI 48+76.6

1

120

+00

125

+00

130

+00

135

+00

140

+00

PC 12

3+55.73

PT 13

4+13.31

PI 12

8+85.49

PC 8+22.49

PT 9+17.49

PI 8+73.91

10+00

45

+00

PC 44

+51.

60

PT 47+96.52

PI 46

+25.79

STA. 46+65

BEGIN ACCESS RD

M.L. STA. 801+00

STA. 50+00

ACCESS ROAD

STA. 52+00

END APPROACH

STA. 8+89.02

END FRONTAGE ROAD

M.L. STA. 838+90

STA. 10+00

ENTRANCE M.L. STA. 839+90 LT.

KY 313 STA. 835+87.81


STA. 135+89.73

STA. 7+50

BEGIN ENTRANCE

STA. 40+92

ROAD

BEGIN FRONTAGE

STA. 48+00

BEGIN ACCESS RD.

M.L. STA. 855+50

END PROJECT

M.L. STA. 854+75

STA. 50+00

ACCESS ROAD

STA. 48+60

ACCESS ROAD

STA. 50+00

FRONTAGE ROAD

= KY 313 INITIAL BASELINE

STA. 818+10 KY 313 26’ LT.

STA. 41+49.83

BEGIN ACCESS RD. STA. 814+34.50

M.L.

STA. 50+00

ACCESS RD.

50+00

PC 46

+42.33

PT 49+51.37

PI 4

8+34.7

5

M.L. STA. 832+00

STA. 50+00

TOP HILL RD.

STA. 45+00

BEGIN APPROACH

STA. 51+19.35

CEDAR LINE RD.

STA. 5+00

FRONTAGE ROAD

BEGIN CEDAR LINESTA. 814+34.50

M.L.

STA. 50+00

CEDAR LINE RD.

COORDINATE CONTROL SHEET

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BM#140CP#139

REVISED 9/18/2015

IP

IP

IP

IP

IP

IP

IP

MA

TC

HLIN

E S

TA. 800

+00

0’ 400’ 800’200’

BM#140 CP#143

BM#145

BM#148

CP#139

805

+00

810

+00

815

+00

820

+00

825

+00

830

+00

835

+00

840

+00

845

+00

850

+00

855+00

860+00

PC 825

+30.22

PT 835

+87.81

PC 841+

71.

33

PT 850

+02.05

PC 850

+69.99

PT 86

4+87.9

8

PI 830

+59.98

PI 845

+88.35

PI 858+26.73

PT 4

+33.01

PI 4+18.7

4

45

+00

PC 48

+14.61

PT 49+12.00

PI 48+76.6

1

120

+00

125

+00

130

+00

135

+00

140

+00

PC 12

3+55.73

PT 13

4+13.31

PI 12

8+85.49

PC 8+22.49

PT 9+17.49

PI 8+73.91

10+00

45

+00

PC 44

+51.

60

PT 47+96.52

PI 46

+25.79

STA. 46+65

BEGIN ACCESS RD

M.L. STA. 801+00

STA. 50+00

ACCESS ROAD

STA. 52+00

END APPROACH

STA. 8+89.02

END FRONTAGE ROAD

M.L. STA. 838+90

STA. 10+00

ENTRANCE M.L. STA. 839+90 LT.

KY 313 STA. 835+87.81


STA. 135+89.73

STA. 7+50

BEGIN ENTRANCE

STA. 40+92

ROAD

BEGIN FRONTAGE

STA. 48+00

BEGIN ACCESS RD.

M.L. STA. 855+50

END PROJECT

M.L. STA. 854+75

STA. 50+00

ACCESS ROAD

STA. 48+60

ACCESS ROAD

STA. 50+00

FRONTAGE ROAD

= KY 313 INITIAL BASELINE

STA. 818+10 KY 313 26’ LT.

STA. 41+49.83

BEGIN ACCESS RD. STA. 814+34.50

M.L.

STA. 50+00

ACCESS RD.

50+00

PC 46

+42.33

PT 49+51.37

PI 4

8+34.7

5

M.L. STA. 832+00

STA. 50+00

TOP HILL RD.

STA. 45+00

BEGIN APPROACH

STA. 51+19.35

CEDAR LINE RD.

STA. 5+00

FRONTAGE ROAD

BEGIN CEDAR LINESTA. 814+34.50

M.L.

STA. 50+00

CEDAR LINE RD.


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BM#148

BM#145CP#143

BM#140CP#139

REVISED 9/18/2015

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates

RIGHT OF WAY MONUMENT POINTS

DESCRIPTIONTYPE

1

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates


DESCRIPTIONTYPE

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT3

3

3

3

3

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT3

3

3

3

3

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates


DESCRIPTIONTYPE

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

3

3

3

3

3

3

3

3

3

3

R/W MONUMENT800+40.00, 135’ LT.

801+50.00, 130’ RT.

801+60.00, 105’ LT.

804+50.00, 145’ RT.

805+00.00, 125’ LT.

806+00.00, 100’ RT.

806+87.72, 120’ LT.

808+00.00, 100’ LT.

813+60.00, 105’ LT.

814+06.91, 100’ RT.

814+65.00, 80’ RT.

815+00.00, 125’ LT.

816+00.00, 145’ LT.

816+70.00, 75’ RT.

817+45.00, 95’ RT.

818+47.70, 99.45’ RT.

825+40.17, 101.2’ RT.

829+50.00, 88.7’ RT.

830+00.00, 100’ RT.

830+00.00, 120’ LT.

831+50.00, 135’ LT.

831+75.00, 95’ RT.

834+50.00, 95’ RT.

835+10.00, 130’ LT.

838+00.00, 115’ LT.

838+45.00, 101.01’ LT.

840+00.00, 94.25’ RT.

840+00.00, 95’ LT.

840+50.00, 130’ RT.

2230183.83

2230302.63

2230304.77

2230602.96

2230643.91

2230751.37

2230831.69

2230944.58

2231504.09

2231557.84

2231615.22

2231643.35

2231742.62

2231819.94

2231895.57

2231998.36

2232690.36

2233094.65

2233143.64

2233150.74

2233303.91

2233316.30

2233586.85

2233669.03

2233956.87

2233999.98

2234131.66

2234153.27

2234177.25

1528300.39

1528561.56

1528326.36

1528566.52

1528295.00

1528516.53

1528293.72

1528309.96

1528286.24

1528489.55

1528467.62

1528261.57

1528238.23

1528455.77

1528473.25

1528474.26

1528452.87

1528439.00

1528451.72

1528231.83

1528223.37

1528454.40

1528474.99

1528257.07

1528304.83

1528323.87

1528535.56

1528347.55

1528576.79

841+75.00, 140’ RT.

843+00.00, 95’ RT.

843+00.00, 120’ LT.

845+00.00, 95’ RT.

845+00.00, 90’ LT.

845+60.91, 87.04’ LT.

848+00.00, 85’ RT.

848+91.87, 78.8’ LT.

849+50.00, 130’ RT.

852+58.17, 96.53’ LT.

853+00.00, 140’ RT.

854+10.00, 108.8’ LT.

855+64.46, 85.56’ LT.

856+52.07, 80.13’ LT.

2234300.42

2234433.03

2234450.35

2234637.71

2234642.88

2234702.30

2234944.60

2235026.04

2235101.63

2235373.92

2235469.48

2235508.02

2235652.18

2235729.98

1528601.01

1528568.72

1528354.41

1528579.84

1528394.91

1528399.06

1528566.32

1528397.06

1528600.30

1528334.24

1528554.71

1528285.13

1528255.89

1528225.97

48+50.00, 65’ RT.

48+00.00, 30’ RT.

40+73.05, 29.56’ LT.

41+82.63, 30’ LT.

44+51.60, 30’ LT.

47+96.52, 30’ LT.

49+70.00, 30’ LT.

2233324.69

2235505.87

2234647.12

2234756.70

2235025.67

2235353.29

2235516.18

1528182.60

1528190.07

1528339.84

1528338.72

1528337.06

1528277.90

1528218.24

46+45.00, 60’ RT.

46+45.00, 60’ LT.

42+20.00, 100’ LT.

42+50.00, 50’ LT.

48+00.00, 50’ LT.

48+50.00, 65’ LT.

51+65.39, 28.99’ LT.

8+02.79, 45’ RT.

45+00.00, 15’ RT.

45+00.00, 15’ LT.

45+50.00, 40’ RT.

45+50.00, 40’ LT.

46+50.00, 40’ RT.

47+50.00, 40’ LT.

1528080.51

1528076.50

1528160.78

1528209.75

1528191.36

1528193.71

1528551.71

1528542.61

1528104.38

1528134.38

1528079.53

1528159.53

1528080.02

1528182.31

2230176.47

2230296.41

2230917.46

2230949.12

2231498.81

2231582.17

2231622.30

2231894.35

2233695.86

2233695.95

2233645.78

2233646.03

2233544.29

2233471.04

ACCESS RD. 801+00

ACCESS RD. 801+00

ACCESS RD. 814+34.50




CEDAR LINE RD.

CEDAR FRONTAGE

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

ACCESS RD. 854+75 LT.

FRONTAGE RD. 854+75 LT.





R/W MONUMENT1832+60.00, 130’ LT. 2233415.44 1528235.19

QUANTITY SUMMARY

DESCRIPTION QTY.

ROW MONUMENT TYPE 1 53


TOTAL PROJECT QUANTITY SUMMARY

DESCRIPTION QTY.



47+65.00, 60’ RT.2233404.26 1528106.32

1 R/W MONUMENT

1 R/W MONUMENT

806+38.55, 121.31LT. 2230782.51 1528294.06

806+72.31, 181.23’ LT. 2230814.24 1528233.04

3

ACCESS RD. 814+34.503 R/W MONUMENT

41+60.08, 100’ LT.2230857.58 1528162.79

1 R/W MONUMENT821+00.00, 130.83’ LT. 2232242.82 1528235.67

R/W MONUMENT1826+54.94, 191.24’ LT. 2232798.79 1528157.75

828+50.00, 208.77’ LT. 1 R/W MONUMENT 2232999.26 1528139.75

R/W MONUMENT1

R/W MONUMENT1

838+40.00, 94.85’ RT. 2233972.64 1528517.88

838+40.00, 145’ RT. 2233966.91 1528567.70

1 R/W MONUMENT

1 R/W MONUMENT

839+60.00, 94.40’ RT.

839+60.00, 145.00’ RT.

2234091.90 1528531.14

2234086.12 1528581.41

ACCESS RD. 854+75 LT.3 R/W MONUMENT

48+00.00, 57.81’ LT.2235587.73 1528160.09

853+77.62, 237.08’ RT. 2235578.62 1528625.38

Se

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MEADE 04-297.65 R61


Y:\

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C.

DG

NFIL

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REVISED 9/18/2015

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates


DESCRIPTIONTYPE

1

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates


DESCRIPTIONTYPE

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

1 R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT3

3

3

3

3

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT3

3

3

3

3

EAST (X)NORTH (Y)

STATION and OFFSET

Project Coordinates


DESCRIPTIONTYPE

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

R/W MONUMENT

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

3

3

3

3

3

3

3

3

3

3

R/W MONUMENT800+40.00, 135’ LT.

801+50.00, 130’ RT.

801+60.00, 105’ LT.

804+50.00, 145’ RT.

805+00.00, 125’ LT.

806+00.00, 100’ RT.

806+87.72, 120’ LT.

808+00.00, 100’ LT.

813+60.00, 105’ LT.

814+06.91, 100’ RT.

814+65.00, 80’ RT.

815+00.00, 125’ LT.

816+00.00, 145’ LT.

816+70.00, 75’ RT.

817+45.00, 95’ RT.

818+47.70, 99.45’ RT.

825+40.17, 101.2’ RT.

829+50.00, 88.7’ RT.

830+00.00, 100’ RT.

830+00.00, 120’ LT.

831+50.00, 135’ LT.

831+75.00, 95’ RT.

834+50.00, 95’ RT.

835+10.00, 130’ LT.

838+00.00, 115’ LT.

838+45.00, 101.01’ LT.

840+00.00, 94.25’ RT.

840+00.00, 95’ LT.

840+50.00, 130’ RT.

2230183.83

2230302.63

2230304.77

2230602.96

2230643.91

2230751.37

2230831.69

2230944.58

2231504.09

2231557.84

2231615.22

2231643.35

2231742.62

2231819.94

2231895.57

2231998.36

2232690.36

2233094.65

2233143.64

2233150.74

2233303.91

2233316.30

2233586.85

2233669.03

2233956.87

2233999.98

2234131.66

2234153.27

2234177.25

1528300.39

1528561.56

1528326.36

1528566.52

1528295.00

1528516.53

1528293.72

1528309.96

1528286.24

1528489.55

1528467.62

1528261.57

1528238.23

1528455.77

1528473.25

1528474.26

1528452.87

1528439.00

1528451.72

1528231.83

1528223.37

1528454.40

1528474.99

1528257.07

1528304.83

1528323.87

1528535.56

1528347.55

1528576.79

841+75.00, 140’ RT.

843+00.00, 95’ RT.

843+00.00, 120’ LT.

845+00.00, 95’ RT.

845+00.00, 90’ LT.

845+60.91, 87.04’ LT.

848+00.00, 85’ RT.

848+91.87, 78.8’ LT.

849+50.00, 130’ RT.

852+58.17, 96.53’ LT.

853+00.00, 140’ RT.

854+10.00, 108.8’ LT.

855+64.46, 85.56’ LT.

856+52.07, 80.13’ LT.

2234300.42

2234433.03

2234450.35

2234637.71

2234642.88

2234702.30

2234944.60

2235026.04

2235101.63

2235373.92

2235469.48

2235508.02

2235652.18

2235729.98

1528601.01

1528568.72

1528354.41

1528579.84

1528394.91

1528399.06

1528566.32

1528397.06

1528600.30

1528334.24

1528554.71

1528285.13

1528255.89

1528225.97

48+50.00, 65’ RT.

48+00.00, 30’ RT.

40+73.05, 29.56’ LT.

41+82.63, 30’ LT.

44+51.60, 30’ LT.

47+96.52, 30’ LT.

49+70.00, 30’ LT.

2233324.69

2235505.87

2234647.12

2234756.70

2235025.67

2235353.29

2235516.18

1528182.60

1528190.07

1528339.84

1528338.72

1528337.06

1528277.90

1528218.24

46+45.00, 60’ RT.

46+45.00, 60’ LT.

42+20.00, 100’ LT.

42+50.00, 50’ LT.

48+00.00, 50’ LT.

48+50.00, 65’ LT.

51+65.39, 28.99’ LT.

8+02.79, 45’ RT.

45+00.00, 15’ RT.

45+00.00, 15’ LT.

45+50.00, 40’ RT.

45+50.00, 40’ LT.

46+50.00, 40’ RT.

47+50.00, 40’ LT.

1528080.51

1528076.50

1528160.78

1528209.75

1528191.36

1528193.71

1528551.71

1528542.61

1528104.38

1528134.38

1528079.53

1528159.53

1528080.02

1528182.31

2230176.47

2230296.41

2230917.46

2230949.12

2231498.81

2231582.17

2231622.30

2231894.35

2233695.86

2233695.95

2233645.78

2233646.03

2233544.29

2233471.04

ACCESS RD. 801+00

ACCESS RD. 801+00





CEDAR LINE RD.

CEDAR FRONTAGE

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

TOP HILL RD.

ACCESS RD. 854+75 LT.






R/W MONUMENT1832+60.00, 130’ LT. 2233415.44 1528235.19

QUANTITY SUMMARY

DESCRIPTION QTY.



TOTAL PROJECT QUANTITY SUMMARY

DESCRIPTION QTY.



47+65.00, 60’ RT.2233404.26 1528106.32

1 R/W MONUMENT

1 R/W MONUMENT

806+38.55, 121.31LT. 2230782.51 1528294.06

806+72.31, 181.23’ LT. 2230814.24 1528233.04

3

ACCESS RD. 814+34.503 R/W MONUMENT

41+60.08, 100’ LT.2230857.58 1528162.79

1 R/W MONUMENT821+00.00, 130.83’ LT. 2232242.82 1528235.67

R/W MONUMENT1826+54.94, 191.24’ LT. 2232798.79 1528157.75

828+50.00, 208.77’ LT. 1 R/W MONUMENT 2232999.26 1528139.75

R/W MONUMENT1

R/W MONUMENT1

838+40.00, 94.85’ RT. 2233972.64 1528517.88

838+40.00, 145’ RT. 2233966.91 1528567.70

1 R/W MONUMENT

1 R/W MONUMENT

839+60.00, 94.40’ RT.

839+60.00, 145.00’ RT.

2234091.90 1528531.14

2234086.12 1528581.41

ACCESS RD. 854+75 LT.3 R/W MONUMENT

48+00.00, 57.81’ LT.2235587.73 1528160.09

853+77.62, 237.08’ RT. 2235578.62 1528625.38

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MEADE 04-297.65 R61


Y:\

KY

TC 2007\207-13

9

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REVISED 9/18/2015

GEOTECHNICAL NOTES1) In accordance with Section 206 of the current Standard Specifications, the moisture content

of embankment material shall not vary from the optimum moisture content as determined by KM

64-511 by more than +2 percent or less than -2 percent. This moisture content requirement shall

have equal weight with the density requirement when determining the acceptability of

embankment construction. Refer to the Family of Curves for moisture/density correlation.

2) All soils, whether from roadway or borrow, may require manipulation to obtain proper

moisture content prior to compaction. Direct payment shall not be permitted for rehandling,

hauling, stockpiling, and/or manipulating soils.

3) Excavation of surface ditches and channel changes adjacent to embankment areas shall be

performed prior to the placement of the adjacent embankments. The material excavated for the

channel changes and surface ditches is suitable for embankment construction if dried to proper

moisture content in accordance with Section 206 of the current Standard Specifications.

4) The contractor is responsible for conducting any operations necessary to excavate the cut areas

to the required typical section. These operations shall be incidental to the unit bid price for

roadway excavation or embankment-in-place.

5) The contractor shall construct foundation embankment benches as indicated on the plans

and/or as directed by the Engineer, prior to placement of embankments in areas requiring such

benches.

6) The contractor shall construct foundation embankment benches and transverse benches as

indicated on the plans and/or as directed by the Engineer, prior to placement of embankments in

areas requiring such benches.

at the locations listed below and/or as directed by the Engineer.

KY 313

Station 763+75 RT to Station 765+25 RT Station 832+75 LT to Station 833+75 LT

Station 770+25 RT to Station 770+75 RT Station 832+75 RT to Station 833+75 RT

Station 770+75 LT to Station 773+25 LT Station 848+75 RT to Station 851+75 RT


Station 793+25 LT to Station 794+25 LT Station 854+25 LT to Station 854+75 LT

Station 829+25 RT to Station 830+25 RT

KY 1736

Station 28+75 LT to Station 29+75 LT

Old KY 448


8) Transverse benching and/or perforated pipe underdrains shall be installed at the following

approximate locations and any others designated by the Engineer. Contrary to Standard

the upgrade and downgrade cut to fill transitions.

KY 313

Station 764+75 Station 808+60





Abersold Lane

Station 46+25

9) Perforated pipe for subgrade drainage shall be placed in vertical sags in accordance with RDP-

Station 790+92 Station 27+40 Station 9+63


Station 839+36

Abersold Lane Cedar Lane Frontage Road


Station 50+37

10)The contractor shall conduct grading operations in such a manner that soil from roadway

excavation be stockpiled separately or otherwise manipulated so that ample quantities are

available for a chemically stabilized roadbed meeting the specifications in Section 208 of the

current Standard Specifications for Road and Bridge Construction. No direct payment will be

allowed for such necessary manipulating as stockpiling, hauling and/or handling the material.

11) Material that is determined to be unsuitable for a chemically modified subgrade using lime

stabilization (due to high content of silt and/or sand) shall not be used in the top two feet of the

subgrade. The Engineer shall determine if the material excavated out of cut areas is suitable for

chemical stabilization.

12) The contractor shall conduct grading operations in such a manner that soil (free of rock larger

than 4 inches and shale) from roadway excavation be stockpiled separately or otherwise

manipulated so that ample quantities are available for a chemically stabilized roadbed meeting the

specifications in Section 208 of the current Standard Specifications for Road and Bridge

Construction. No direct payment will be allowed for such necessary manipulating as stockpiling,

hauling and/or handling the material.

13) In the case that chemical stabilization is not a viable option due to the presence of silty soil in

the subgrade, the silty material determined to be unfit for chemical stabilization is to be

excavated and replaced with 1 foot of Kentucky Coarse Aggregate #2’s, #3’s or #23’s in

accordance with section 805 in the current addition Standard Specifications for Road and Bridge

Construction. The aggregate shall be wrapped in Type IV Geotextile Fabric in accordance with

sections 214 & 843 of the current addition Standard Specifications for Road and Bridge

Construction. This material is expected to be located at the area listed below.

KY 313

Station 755+50 to Station 765+50

14) In areas where the chemical modification is not feasible (such as crossovers, tie-ins, etc.) a

one foot rock roadbed will be required consisting Kentucky Coarse Aggregate #2’s, # 3’s or

#23’s in accordance with section 805of the current addition Standard Specifications for Road

and Bridge Construction. The placement of this material is incidental to the unit bid price for

roadway excavation or embankment-in-place. The rock roadbed shall be wrapped with Geotextile

Fabric; Type IV in accordance with Section 214 & 843 of the Standard Specifications will be

required beneath the roadway template. The platform shall extend from shoulder to shoulder in

the fills and ditchline to ditchline in the cuts to assure positive drainage. The actual locations will

be determined by the Engineer during construction. For purpose of calculating quantities, assume

1,000 linear feet of roadway for this treatment.

on the plans or not, that are not used for drainage purposes, shall be filled and/or capped in

accordance with the current edition of Section 215 of the Standard Specifications for Road and

Bridge Construction. Sinkholes/solution features were noted at the following approximate

locations.

KY 313

Station 763+35 offset 176’ RT



Station 833+34 offset 50’ LT


16) The pond at the following approximate location and any others designated by the Engineer

shall be drained; any soft saturated materials stabilized with 2 feet of Kentucky Coarse

Aggregate #2’s, # 3’s or #23’s in accordance with section 805 of the current addition Standard

KY 313


17).The following sinkhole/basin is proposed to be used for drainage purposes. Therefore, the

embankments at these locations shall be constructed with Kentucky Coarse Aggregate # 2’s, 3’s

or 23’s, in accordance with the current edition of Section 805 of the Standard Specifications for

Road and Bridge Construction, from groundline up to the 100 year highwater elevation, as

directed by the Engineer. A Type IV Geotextile in accordance with Section 214 & 843 of the

Standard Specifications for Road and Bridge Construction, current edition, shall be placed at all

contact points between the soil and rock.

KY 313

18).In order to provide a working platform for embankment construction, Granular Embankment

shall be placed over all soft and/or saturated foundation areas that may be detected during

construction and/or to fill and stabilize the existing drains located within the limits of the

roadway embankment construction, as directed by the Engineer. The Granular Embankment shall

be in accordance with the current edition of Section 805 of the Standard Specifications for Road

and Bridge Construction, and the material shall be classified as non-erodible. The required

thickness is estimated to be 2.0 ft but the actual thickness and locations of this treatment shall be

determined by the Engineer during construction and may depend on seasonal fluctuations in the

water table. This material shall be wrapped with Type IV Geotextile Fabric in accordance with

Section 214 & 843 of the Standard Specifications for Road and Bridge Construction, current

edition. For quantity estimation purposes, this shall include the following areas:

KY 313



KY 313 KY 1736 Old KY 448

7) Foundation embankment benches shall be placed in accordance with Standard Drawing RGX-010-03

Drawing RDP-006-03, transverse benches and perforated pipe underdrains shall be placed on both

005-04 at the following approximate locations and/or where designated by the Engineer.

Standard Specifications for Road and Bridge Construction, as determined by the Engineer.

Geotextile Fabric, Type IV in accordance with sections 214 & 843 of the current addition

Specifications for Road and Bridge Construction. This material shall be wrapped with


15) *See note 103 on sheet R63A for an addendum to this note.

All open sinkholes and/or solution cavities within the limits of construction, whether shown

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MEADE 04-297.65 R63

NUMBERS:

PROJECT

COUNTY OF

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

MEADE

FD04 SPP 082 0313 NEW ROUTE

GEOTECHNICAL NOTES

DESIGNED BY:

DATE SUBMITTED:

Y:\

KY

TC 2007\207-13

9

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ME:

REVISED 9/22/15

GEOTECHNICAL NOTES1) In accordance with Section 206 of the current Standard Specifications, the moisture content

of embankment material shall not vary from the optimum moisture content as determined by KM

64-511 by more than +2 percent or less than -2 percent. This moisture content requirement shall

have equal weight with the density requirement when determining the acceptability of

embankment construction. Refer to the Family of Curves for moisture/density correlation.

2) All soils, whether from roadway or borrow, may require manipulation to obtain proper

moisture content prior to compaction. Direct payment shall not be permitted for rehandling,

hauling, stockpiling, and/or manipulating soils.

3) Excavation of surface ditches and channel changes adjacent to embankment areas shall be

performed prior to the placement of the adjacent embankments. The material excavated for the

channel changes and surface ditches is suitable for embankment construction if dried to proper

moisture content in accordance with Section 206 of the current Standard Specifications.

4) The contractor is responsible for conducting any operations necessary to excavate the cut areas

to the required typical section. These operations shall be incidental to the unit bid price for

roadway excavation or embankment-in-place.

5) The contractor shall construct foundation embankment benches as indicated on the plans

and/or as directed by the Engineer, prior to placement of embankments in areas requiring such

benches.

6) The contractor shall construct foundation embankment benches and transverse benches as

indicated on the plans and/or as directed by the Engineer, prior to placement of embankments in

areas requiring such benches.

at the locations listed below and/or as directed by the Engineer.

KY 313

Station 763+75 RT to Station 765+25 RT Station 832+75 LT to Station 833+75 LT

Station 770+25 RT to Station 770+75 RT Station 832+75 RT to Station 833+75 RT



Station 793+25 LT to Station 794+25 LT Station 854+25 LT to Station 854+75 LT


KY 1736


Old KY 448


8) Transverse benching and/or perforated pipe underdrains shall be installed at the following

approximate locations and any others designated by the Engineer. Contrary to Standard

the upgrade and downgrade cut to fill transitions.

KY 313






Abersold Lane

Station 46+25

9) Perforated pipe for subgrade drainage shall be placed in vertical sags in accordance with RDP-



Station 839+36

Abersold Lane Cedar Lane Frontage Road


Station 50+37

10)The contractor shall conduct grading operations in such a manner that soil from roadway

excavation be stockpiled separately or otherwise manipulated so that ample quantities are

available for a chemically stabilized roadbed meeting the specifications in Section 208 of the

current Standard Specifications for Road and Bridge Construction. No direct payment will be

allowed for such necessary manipulating as stockpiling, hauling and/or handling the material.

11) Material that is determined to be unsuitable for a chemically modified subgrade using lime

stabilization (due to high content of silt and/or sand) shall not be used in the top two feet of the

subgrade. The Engineer shall determine if the material excavated out of cut areas is suitable for

chemical stabilization.

12) The contractor shall conduct grading operations in such a manner that soil (free of rock larger

than 4 inches and shale) from roadway excavation be stockpiled separately or otherwise

manipulated so that ample quantities are available for a chemically stabilized roadbed meeting the

specifications in Section 208 of the current Standard Specifications for Road and Bridge

Construction. No direct payment will be allowed for such necessary manipulating as stockpiling,

hauling and/or handling the material.

13) In the case that chemical stabilization is not a viable option due to the presence of silty soil in

the subgrade, the silty material determined to be unfit for chemical stabilization is to be

excavated and replaced with 1 foot of Kentucky Coarse Aggregate #2’s, #3’s or #23’s in

accordance with section 805 in the current addition Standard Specifications for Road and Bridge

Construction. The aggregate shall be wrapped in Type IV Geotextile Fabric in accordance with

sections 214 & 843 of the current addition Standard Specifications for Road and Bridge

Construction. This material is expected to be located at the area listed below.

KY 313

Station 755+50 to Station 765+50

14) In areas where the chemical modification is not feasible (such as crossovers, tie-ins, etc.) a

one foot rock roadbed will be required consisting Kentucky Coarse Aggregate #2’s, # 3’s or

#23’s in accordance with section 805of the current addition Standard Specifications for Road

and Bridge Construction. The placement of this material is incidental to the unit bid price for

roadway excavation or embankment-in-place. The rock roadbed shall be wrapped with Geotextile

Fabric; Type IV in accordance with Section 214 & 843 of the Standard Specifications will be

required beneath the roadway template. The platform shall extend from shoulder to shoulder in

the fills and ditchline to ditchline in the cuts to assure positive drainage. The actual locations will

be determined by the Engineer during construction. For purpose of calculating quantities, assume

1,000 linear feet of roadway for this treatment.

on the plans or not, that are not used for drainage purposes, shall be filled and/or capped in

accordance with the current edition of Section 215 of the Standard Specifications for Road and

Bridge Construction. Sinkholes/solution features were noted at the following approximate

locations.

KY 313




Station 833+34 offset 50’ LT


16) The pond at the following approximate location and any others designated by the Engineer

shall be drained; any soft saturated materials stabilized with 2 feet of Kentucky Coarse

Aggregate #2’s, # 3’s or #23’s in accordance with section 805 of the current addition Standard

KY 313


17).The following sinkhole/basin is proposed to be used for drainage purposes. Therefore, the

embankments at these locations shall be constructed with Kentucky Coarse Aggregate # 2’s, 3’s

or 23’s, in accordance with the current edition of Section 805 of the Standard Specifications for

Road and Bridge Construction, from groundline up to the 100 year highwater elevation, as

directed by the Engineer. A Type IV Geotextile in accordance with Section 214 & 843 of the

Standard Specifications for Road and Bridge Construction, current edition, shall be placed at all

contact points between the soil and rock.

KY 313

18).In order to provide a working platform for embankment construction, Granular Embankment

shall be placed over all soft and/or saturated foundation areas that may be detected during

construction and/or to fill and stabilize the existing drains located within the limits of the

roadway embankment construction, as directed by the Engineer. The Granular Embankment shall

be in accordance with the current edition of Section 805 of the Standard Specifications for Road

and Bridge Construction, and the material shall be classified as non-erodible. The required

thickness is estimated to be 2.0 ft but the actual thickness and locations of this treatment shall be

determined by the Engineer during construction and may depend on seasonal fluctuations in the

water table. This material shall be wrapped with Type IV Geotextile Fabric in accordance with

Section 214 & 843 of the Standard Specifications for Road and Bridge Construction, current

edition. For quantity estimation purposes, this shall include the following areas:

KY 313



KY 313 KY 1736 Old KY 448

7) Foundation embankment benches shall be placed in accordance with Standard Drawing RGX-010-03

Drawing RDP-006-03, transverse benches and perforated pipe underdrains shall be placed on both

005-04 at the following approximate locations and/or where designated by the Engineer.

Standard Specifications for Road and Bridge Construction, as determined by the Engineer.

Geotextile Fabric, Type IV in accordance with sections 214 & 843 of the current addition

Specifications for Road and Bridge Construction. This material shall be wrapped with


15) *See note 103 on sheet R63A for an addendum to this note.

All open sinkholes and/or solution cavities within the limits of construction, whether shown

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MEADE 04-297.65 R63

NUMBERS:

PROJECT

COUNTY OF

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

MEADE

FD04 SPP 082 0313 NEW ROUTE

GEOTECHNICAL NOTES

DESIGNED BY:

DATE SUBMITTED:

Y:\

KY

TC 2007\207-13

9

ME

AD

E 4-297-65 S

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DE

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REVISED 9/22/15

PROPOSAL BID ITEMS

Report Date 9/22/15Page 1 of 4

151051

Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0010 00003 CRUSHED STONE BASE 46,744.00 TON $0020 00013 LIME STABILIZED ROADBED 61,610.00 SQYD $

0030 00014LIME(REVISED: 9-22-15) 1,298.00 TON $

0040 00020 TRAFFIC BOUND BASE 539.00 TON $0050 00100 ASPHALT SEAL AGGREGATE 102.00 TON $0060 00103 ASPHALT SEAL COAT 12.00 TON $0070 00190 LEVELING & WEDGING PG64-22 140.00 TON $0080 00214 CL3 ASPH BASE 1.00D PG64-22 15,678.00 TON $0090 00221 CL2 ASPH BASE 0.75D PG64-22 6,696.00 TON $0100 00223 CL3 ASPH BASE 0.75D PG64-22 7,429.00 TON $0110 00301 CL2 ASPH SURF 0.38D PG64-22 3,662.00 TON $0120 00358 ASPHALT CURING SEAL 62.00 TON $0130 00388 CL3 ASPH SURF 0.38B PG64-22 3,458.00 TON $0140 02101 CEM CONC ENT PAVEMENT-8 IN 261.00 SQYD $0150 02702 SAND FOR BLOTTER 154.00 TON $

Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0160 00071 CRUSHED AGGREGATE SIZE NO 57 120.00 TON $0170 00078 CRUSHED AGGREGATE SIZE NO 2 13,003.00 TON $0180 01000 PERFORATED PIPE-4 IN 2,462.00 LF $0190 01010 NON-PERFORATED PIPE-4 IN 1,696.00 LF $0200 01020 PERF PIPE HEADWALL TY 1-4 IN 7.00 EACH $0210 01028 PERF PIPE HEADWALL TY 3-4 IN 28.00 EACH $0220 01310 REMOVE PIPE 244.00 LF $

0230 01982DELINEATOR FOR GUARDRAIL MONODIRECTIONAL WHITE 38.00 EACH $

0240 02014 BARRICADE-TYPE III 14.00 EACH $0250 02091 REMOVE PAVEMENT 13,831.00 SQYD $0260 02159 TEMP DITCH 11,347.00 LF $0270 02160 CLEAN TEMP DITCH 11,347.00 LF $0280 02191 STRUCTURE DEMOLITION 1.00 EACH $0290 02200 ROADWAY EXCAVATION 228,002.00 CUYD $0300 02203 STRUCTURE EXCAV-UNCLASSIFIED 1,792.00 CUYD $

0310 02223GRANULAR EMBANKMENT(REVISED: 9-22-15) 19,918.00 CUYD $

0320 02242 WATER 430.00 MGAL $

0330 02262FENCE-WOVEN WIRE TYPE 1(REVISED: 9-22-15) 19,729.00 LF $

0340 02360 GUARDRAIL TERMINAL SECTION NO 1 3.00 EACH $0350 02371 GUARDRAIL END TREATMENT TYPE 7 6.00 EACH $0360 02391 GUARDRAIL END TREATMENT TYPE 4A 3.00 EACH $0370 02397 TEMP GUARDRAIL 400.00 LF $0380 02429 RIGHT-OF-WAY MONUMENT TYPE 1 76.00 EACH $0390 02432 WITNESS POST 111.00 EACH $

MEADE COUNTYFD04 SPP 082 0313 NEW ROUTE

Contract ID: 151051Page 95 of 98

REVISED ADDENDUM #1: 9-22-15

PROPOSAL BID ITEMS


151051

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0400 02469 CLEAN SINKHOLE 17.00 EACH $0410 02475 PLUG WATER WELL 1.00 EACH $0420 02483 CHANNEL LINING CLASS II 966.00 TON $

0430 02545CLEARING AND GRUBBING73 ACRES 1.00 LS $

0440 02555 CONCRETE-CLASS B 356.00 CUYD $0450 02562 TEMPORARY SIGNS 1,396.00 SQFT $0460 02585 EDGE KEY 280.00 LF $0470 02597 FABRIC-GEOTEXTILE TYPE II 1,200.00 SQYD $0480 02599 FABRIC-GEOTEXTILE TYPE IV 46,369.00 SQYD $0490 02600 FABRIC GEOTEXTILE TY IV FOR PIPE 4,552.00 SQYD $2.00 $ $9,104.000500 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $

0510 02651DIVERSIONS (BY-PASS DETOURS)#1 1.00 LS $

0520 02651DIVERSIONS (BY-PASS DETOURS)#2 1.00 LS $

0530 02671 PORTABLE CHANGEABLE MESSAGE SIGN 6.00 EACH $0540 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $0550 02677 ASPHALT PAVE MILLING & TEXTURING 714.00 TON $0560 02690 SAFELOADING 9.00 CUYD $0570 02696 SHOULDER RUMBLE STRIPS-SAWED 6,816.00 LF $0580 02701 TEMP SILT FENCE 11,347.00 LF $0590 02703 SILT TRAP TYPE A 76.00 EACH $0600 02704 SILT TRAP TYPE B 76.00 EACH $0610 02705 SILT TRAP TYPE C 76.00 EACH $0620 02706 CLEAN SILT TRAP TYPE A 228.00 EACH $0630 02707 CLEAN SILT TRAP TYPE B 228.00 EACH $0640 02708 CLEAN SILT TRAP TYPE C 228.00 EACH $0650 02709 CLEAN TEMP SILT FENCE 11,347.00 LF $0660 02726 STAKING 1.00 LS $0670 02775 ARROW PANEL 2.00 EACH $0680 02998 MASONRY COATING 378.00 SQYD $0690 05950 EROSION CONTROL BLANKET 22,469.00 SQYD $0700 05952 TEMP MULCH 369,827.00 SQYD $0710 05953 TEMP SEEDING AND PROTECTION 36,983.00 SQYD $0720 05963 INITIAL FERTILIZER 3.00 TON $0730 05964 20-10-10 FERTILIZER 14.00 TON $0740 05985 SEEDING AND PROTECTION 275,491.00 SQYD $0750 05989 SPECIAL SEEDING CROWN VETCH 38,969.00 SQYD $0760 05990 SODDING 8,951.00 SQYD $0770 05992 AGRICULTURAL LIMESTONE 171.00 TON $0780 06510 PAVE STRIPING-TEMP PAINT-4 IN 79,688.00 LF $0790 06514 PAVE STRIPING-PERM PAINT-4 IN 75,120.00 LF $0800 06567 PAVE MARKING-THERMO STOP BAR-12IN 45.00 LF $0810 06568 PAVE MARKING-THERMO STOP BAR-24IN 108.00 LF $0820 06574 PAVE MARKING-THERMO CURV ARROW 18.00 EACH $0830 06589 PAVEMENT MARKER TYPE V-MW 70.00 EACH $0840 06591 PAVEMENT MARKER TYPE V-BY 161.00 EACH $0850 10020NS FUEL ADJUSTMENT 71,473.00 DOLL $1.00 $ $71,473.000860 10030NS ASPHALT ADJUSTMENT 67,232.00 DOLL $1.00 $ $67,232.000870 20458ES403 CENTERLINE RUMBLE STRIPS 10,175.00 LF $




PROPOSAL BID ITEMS


151051

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0880 20550ND SAWCUT PAVEMENT 2,055.00 LF $0890 21289ED LONGITUDINAL EDGE KEY 1,449.00 LF $0900 21802EN G/R STEEL W BEAM-S FACE (7 FT POST) 3,337.50 LF $0910 22664EN WATER BLASTING EXISTING STRIPE 3,000.00 LF $0920 22941ND CLEAN MODIFIED SILT TRAP 12.00 EACH $0930 23274EN11F TURF REINFORCEMENT MAT 1 4,275.00 SQYD $0940 23988EC GRASS SWALE 4,413.00 SQYD $0950 24540 R/W MONUMENT TYPE 3 35.00 EACH $

Section: 0003 - DRAINAGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0960 00440 ENTRANCE PIPE-15 IN 668.00 LF $0970 00462 CULVERT PIPE-18 IN 1,077.00 LF $0980 00464 CULVERT PIPE-24 IN 488.00 LF $0990 00466 CULVERT PIPE-30 IN 206.00 LF $1000 01204 PIPE CULVERT HEADWALL-18 IN 6.00 EACH $1010 01208 PIPE CULVERT HEADWALL-24 IN 5.00 EACH $1020 01450 S & F BOX INLET-OUTLET-18 IN 16.00 EACH $1030 01451 S & F BOX INLET-OUTLET-24 IN 8.00 EACH $1040 01452 S & F BOX INLET-OUTLET-30 IN 6.00 EACH $1050 02483 CHANNEL LINING CLASS II 426.00 TON $1060 05950 EROSION CONTROL BLANKET 91.00 SQYD $

1070 21661ES706BORE AND JACK PIPE24 IN 134.00 LF $

1080 24814EC PIPELINE INSPECTION 2,130.00 LF $

Section: 0004 - SIGNALIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1090 04793 CONDUIT-1 1/4 IN 259.00 LF $1100 04795 CONDUIT-2 IN 671.00 LF $1110 04811 ELECTRICAL JUNCTION BOX TYPE B 9.00 EACH $1120 04820 TRENCHING AND BACKFILLING 930.00 LF $1130 04830 LOOP WIRE 2,418.00 LF $1140 04844 CABLE-NO. 14/5C 810.00 LF $1150 04845 CABLE-NO. 14/7C 220.00 LF $1160 04850 CABLE-NO. 14/1 PAIR 4,945.00 LF $1170 04885 MESSENGER-10800 LB 455.00 LF $1180 04895 LOOP SAW SLOT AND FILL 908.00 LF $1190 04931 INSTALL CONTROLLER TYPE 170 1.00 EACH $1200 04932 INSTALL STEEL STRAIN POLE 4.00 EACH $1210 20094ES835 TEMP RELOCATION OF SIGNAL HEAD 20.00 EACH $1220 20188NS835 INSTALL LED SIGNAL-3 SECTION 7.00 EACH $1230 20189NS835 INSTALL LED SIGNAL-5 SECTION 1.00 EACH $1240 20266ES835 INSTALL LED SIGNAL- 4 SECTION 2.00 EACH $1250 21543EN BORE AND JACK CONDUIT 50.00 LF $1260 23157EN TRAFFIC SIGNAL POLE BASE 20.00 CUYD $




PROPOSAL BID ITEMS


151051

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1270 23982EC INSTALL ANTENNA 1.00 EACH $

Section: 0005 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1280 02568 MOBILIZATION 1.00 LS $1290 02569 DEMOBILIZATION 1.00 LS $




Jeff Wolfe - Director

Phone (502) 564-3020

FAX (502) 564-7759

DIVISION OF TRAFFIC OPERATIONS

Item Number: 4-297.65

County: MEADE

Description:

Cabinets Master code

1 T-01-0020

1 T-01-0100

1 T-01-0501 Conflict Monitor, Model 2018 Special Order

8 T-01-0600

8 T-01-0700

Signals

7 T-02-0009

4 T-02-0032 Siemen 3 section backplate

2 T-02-0033 Siemen 4 secton 12" signal (poly)

1 T-02-0040

2 T-02-0043 Siemen 4-sec. straight signal backplate

2 T-02-0300

5 T-02-0310

3 T-02-0320

8 T-02-0330

8 T-02-0340

8 T-02-0350

Special items

1 T-02-0520

1 T-03-0240

Poles

2 T-04-0051

1 T-04-0054

1 T-04-0055

Electrical Contractor Name

Electrical Contractor Supervisor Contact number for Supervisor

Project Engineer Contact number for Project Engineer

Project Engineer attests that the mentioned contractor is the actual electrical contractor on this project

Signature of Project Engineer or Designee

Loop Detector, Model 222

Load Switches

LED Module 12" green ball

Base Mounted 332 Cabinet

LED Module 12" yellow ball

Steel Strain Pole 36 foot

Antenna 10 db yagi

ON TRAFFIC SIGNALS/LIGHTING

RECOMMENDATION FOR PICKUP OF ITEMS TO BE INSTALLED

Siemen 5 section, 12 inch signal (poly)

170 Controller

KY 313/KY 448 @ KY 1638



Siemens 3 Section Signal

Jumper 60' N-N RG-213

LED Module 12" red arrow

LED Module 12" yellow arrow

LED Module 12" green arrow

LED Module 12" red ball

MEADE COUNTY FD04 SPP 082 0313 NEW ROUTE

ADDED ADDENDUM #1: 9-22-15 Contract ID: 151051

Page 1 of 2

PIPE KY 313 STA. MOT SHEET CROSS‐SECTION COMMENT

TEMPORARY ENTRANCE PIPE 763+73 LT. R42 X18 CROSS‐SECTION X18 SHOWS TEMP. 36 L.F. ‐ 18" ENT. PIPE

TEMPORARY CONNECTOR PIPE 775+73 LT. R42 X29 CROSS‐SECTION X29 SHOWS TEMP. 36 L.F. ‐ 18" PIPE

TEMP. 18" PIPE 803+50 RT. R43

X52(PIPE NOT

SHOWN)

R43 SHOWS TEMP. 18" PIPE RIGHT OF STATION 803+50. THE

INLET ELEVATION OF THE PIPE IS THE BOTTOM OF PROPOSED

DITCH ELEVATION 654.77 AND THE PIPE IS 50 L.F. LONG

TEMP. ENTRANCE PIPE 838+90 RT. R43 X80 CROSS‐SECTION X80 SHOWS TEMP. 40 L.F. ‐ 15" ENT. PIPE

04‐27.65

Temporary pipes are noted in the MOT phasing sheets and KY 313 cross‐sections. The following list is provided to aid in finding the temporary

pipes.

MEADE COUNTY FD04 SPP 082 0313 NEW ROUTE

ADDED ADDENDUM #1: 9-22-15 Contract ID: 151051

Page 2 of 2

Documents

September 22, 2015 · September 22, 2015 . CALL NO. 305 . CONTRACT ID NO. 151051 . ADDENDUM # 1 . Subject: Meade County, FD04 SPP 082 0313 NEW ROUTE . Letting September 25, 2015