Parcel 34 Plan Sheet.pdf

PDF 248 KB Posted Sep 9, 2020

Attached to: Demolition Svcs Christian Co
Solicitation number: RFB 605 2100000134 1
Issued by: Clark County, Kentucky

About this file

Written by GovTribe AI · Mar 11, 2026

This is a plan sheet for a state and local infrastructure project in Christian County, Kentucky, specifically for KY 911 project item 2-180.00. The document depicts a detailed engineering plan for road construction and improvements along Haley Street and Wilson Drive, spanning from station 179+50 to station 184+35. The project includes roadway reconstruction with proposed permanent right-of-way acquisitions, utility easements, and associated grading and drainage improvements. The plan identifies multiple affected properties with current owners listed, including parcels owned by the Holts, Iveys, Belews, Shouts, Micks, Lucianos, and Esley Belew. The project scope involves removal and reconstruction of existing pavement, establishment of proposed sidewalks (5 feet wide), utility relocation, and temporary easements for construction access and slope stability.

The plan sheet, prepared September 28, 2018, provides comprehensive surveyed and engineered specifications including station locations, curve data with specific radius and chord measurements, property lines, existing structures (residences, mobile homes, carports), utility infrastructure (water mains ranging from 8 to 24 inches, sanitary sewer), and horizontal and vertical alignment data. The document indicates construction limits on both Haley Street (stations 2+78.95 to 6+61.13) and Wilson Drive, with specified roadway widths of approximately 19 to 26.2 feet and taper sections of 84 feet. The sheet references MicroStation design software and appears to be part of a larger plan set for the overall KY 911 improvement project managed by the Kentucky transportation authority.

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0' 40' 80'20'

PLANS

RIGHT OF WAY

M A

T C

L I N

T A

M A

T A

KY 911 PLAN SHEET

S e p t e m b e r

D A

T E

L O

T T

E D

O O

M E S

U S

E R

E S

H E

N A

M E

P L

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

CHRISTIAN 2-180.00 R36

STA 179+50 TO STA 184+35 20'SCALE: 1"=

L E

P R J

D E S I G

P L

A N

S E

P L

O F I L

E S

P L

D G

N F I

REVISED PLAN DATE: 9/28/18

(HUSBAND & WIFE)

PATRICIA HOLT

ROBERT HOLT

(WIFE & HUSBAND)

DORSEY L. IVEY

CAROLYN J. IVEY

BELEW JR.

WILLIAM L.

(HUSBAND & WIFE)

SANDRA F. MICK

BOYD L. MICK

(HUSBAND & WIFE)

MARIE SHAUT

PATRICK SHAUT

ANGEL L. LUCIANO

EX RW

EX 15' UTILITY ESMT

EX 20' UTILITY ESMT EX 20' UTILITY ESMT

(MARRIED)

EDWARD ESLEY BELEW

OE 566.22

15"

24"

! KY 91190°

e = NC

E = 1.18'

R = 300.00'

L = 53.18'

T = 26.66'

PI STA 3+05.61

e = NC

E = 0.98'

R = 200.00'

L = 39.55'

T = 19.84'

PI STA 4+39.08

HALEY STREET

WILSON DRIVE

END CONSTRUCTION

! WILSON DRIVE STA 6+61.13

BEGIN CONSTRUCTION

! HALEY ST STA 2+78.95

P T

P C

POE

.47

PI 5+

28.42

POB 2+45.04

PC 2+78.95

PT 3+32.13

PC 4+19.23

PT 4+58.79

PI 3+05.61

PI 4+39.08

L S

E = 2.93'

R = 136.40'

L = 56.04'

T = 28.42'

PI STA 5+28.42

! HALEY ST STA 5+00.00

! KY 911 STA 182+07.00 =

Runout = 59'

Runoff = 112' e = 3.79%

E = 34.82'

R = 918.00'

L = 497.87'

T = 255.22

PI STA 179+04.70

Runout = NA

Runoff = NA e = NC

E = 13.21'

R = 6000.00'

L = 392.36'

T = 196.25'

PI STA 186+16.34

90°

! WILSON DRIVE PC STA 5+00.00

! KY 911 STA 180+26.00 =

16'

R 30'

35'

35' R

Const Limits

PROP 5' SIDEWALK

10'

10' 13

15'

5' 5'

9.6'

9.7'

197.9'R

216.2' R

8.4'8.4'

5'5'

T A

P E

T A

P E

REMOVE REMOVE

REMOVE

PROP 5' SIDEWALK

10'R

+35.16

10' R

UTILITY EASEMENT

PROPOSED PERMANENT

PROPOSED R/W

UTILITY ESM'T

PROP PERM

FOR SLOPE CONST

PROP TEMP ESMT

& ENTR CONST

ESMT FOR SLOPE

PROP TEMP

BUILDING REMOVAL

PROP TEMP ESMT FOR

& ENTR CONST

ESMT FOR SLOPE

PROP TEMP

EASEMENT

DRAINAGE

PROP PERM

& PVMT REMOVAL

FOR SLOPE CONST

PROP TEMP ESMT

& BUILDING REMOVAL

SLOPE & ENTR CONST

PROP TEMP ESMT FOR

& ENTR CONST

ESMT FOR SLOPE

PROP TEMP

FOR SLOPE CONST

PROP TEMP ESMT

33'

+63.24

53'

+70.2953'

+19.44

33'

+11.14

Ch=(217.63')

L=(218.09')

R=971.00'

Ch=(218.53')

L=(219.01')

R=951.00'

3.10'

+98.00

4.83'

+52.75

4.92' +94.36

11.30' +61.36

33'

+47.35

53'

+47.35

33'

+67.09

53'

+72.36

S 11°

33' +20.09

53'

+20.09

25.98'

+19.77

33'

+20.98 33'

+50

39.29'

+59.85

S 1'

50'

+82

35.08'

+93.93

34.98'

+21.19

25'

+35

20'

+70

0.00'

+70

23'

+70

80'

+55

80'

+00

24'

+67

40'

+67

40'

+00

24'

+00

27'

+17

45'

+17

Ch=81.48'

L=81.50'

R=971.00'

S '5

90'

+90

S63°16'12"E - 40.00'

N °4

- 7

S °4

- 7

67'

+26.88

60'

+19 60'

+25.66

67'

+50

33'

+90

29.02'

33'

+20.09

90'

+05

80'

+05

75'

+15

60'

+15

105'

+50

105'

+90

Ch=66.03'

L=66.03'

R=6033.00'

60'

+75

115'

+75

160'

+58.17

110'

+88.79 110'

+50

102'

+70 102'

+60

65'

+70

65'

+75.52 65'

+50

100'

+60

100'

+30

55.54'

+24.46

53.57'

+58.08

N 11°

Ch=15.49'

L=15.49'

R=5967.00'

Ch=16.10'

L=16.10'

R=5947.00'

N63°16'12"W - 119.74'

N63°16'12"W - 153.00'

N63°16'12"W - 125.01'

N63°16'12"W - 147.73'

Ch=49.35' L=49.37'

R=592.96'

Ch=55.01'

L=55.03'

R=592.96'

Ch=41.83'

L=41.84'

R=592.96'

Ch=128.61'

L=128.90'

R=552.96'

26.22'

112.89'

S60°33'36"E - 167.44' S60°33'36"E - 174.00'

164.52'

N 1°

33' +71.50

0.00'

+67.00

0.00'

+68.6835.54'

35.50' S63°16'12"E -

113.98'

N63°16'12"W - 40.00' S63°16'12"E-3

0.09'

49.36'

Ch=87.10'

L=87.13'

R=951.00'

A S P

H A

L T

GRAVEL

S I G

GRAVEL

PORT

CAR

ASPHALT

15" RCP

POST

SIGNWV

WV WM

A S

P H

A S

P H

CONC

CARPORT

POST

23" Oak

50" Oak

27" Oak

24" Oak

BR RES

1-ST

FR RES

1-ST

C H

E N

C E C

H A

E N

C E

ASPHALT

W I L S

I V

H A

ASPHALT

KY 911 THOMPSONVILLE LANE

ASPHALT

FR RES

1-ST

M O

B I

M E

MOBILE HOME

8" Magnolia

MOBILE HOME

2•"FM

8"FM

8" 8"

FOUNDATION

HOUSE

W V

WV ABANDON

C A

8"FM

26"

29"

17"

24"10"

Cedar 18"

Oak 55"

POST

Z 572.490

72408

Matt Polygon

Matt Polygonal Line

File details come from the government source that posted it. Updated Mar 11, 2026.