Allen Co plans.pdf

PDF 285 KB Posted Sep 25, 2018

Attached to: Demolition Svc Allen Co.
Solicitation number: RFB 605 1900000214 1
Issued by: Anderson County, Kentucky

About this file

Written by GovTribe AI · Mar 11, 2026

This is a construction plan sheet for Allen County, Kentucky, detailing a road improvement project on Kentucky Highway 100 and Kentucky Highway 2160 near the City of Scottsville. The project encompasses construction activities from station 9+15.0 to station 22+00.0, with right-of-way acquisition extending from station 9+15.0 to station 20+22.35, covering a total distance of approximately 660.57 feet. The scope of work includes asphalt paving operations at multiple locations with varying widths and square yardages, installation of curb and gutter along specified segments, construction of a 12-foot by 48-foot 3-sided culvert with terminal sections at station 16+75.5, installation of a 12-inch by 15-inch pipe bridge with a 53-foot single span at station 16+76.10, installation of standard guardrails with bi-directional white delineators, gravel and edge-line construction, and installation of eleven concrete entrances with sidewalks. Additional work includes ditch construction and lining, removal of existing structures including a headwall and building at specified locations, and installation of a 66-inch junction box.

The plan sheet was revised on December 12, 2017, and prepared using MicroStation software. The document identifies multiple affected property owners and parcels along the project corridor, including the City of Scottsville, Kevin Grissom Estate, Marvey Wood, Larry Fugate Trust, Investment Walker Hinton, and Southcentral Veterinary Properties, LLP. Safety considerations are noted throughout the plans, including caution warnings regarding overhead powerlines and buried utility lines in proximity to the roadway. The project involves temporary easements for building removal and establishes specific edge-of-pavement radii of 60.00 feet for standard road entrances and 10.00 feet for individual entrance connections.

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Other files

File	Type	Posted
Allen County Maps.pdf	PDF	Sep 25, 2018
Final_RFB_605_1900000214_1_SO_FORM.PDF	PDF	Sep 25, 2018
Allen Co photos.xml	XML file	Sep 25, 2018

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VISON O

I C

E L

CTRICA BRANC

DI F

R A

F F

STA. 9+15.0

BEGIN CONSTRUCTION

STA 22+00.0

END CONSTRUCTION

0' 100' 200'50'

STA. 9+15.0

BEGIN R/W

STA. 20+22.35

END R/W

660.57'652.53'

N20 °56 '20"

N56°56'24"E

N34°8'49"E

STA WIDTH PAV AREATYPE

19+89 LT 62' 122 SQ YD

21+04 LT 52' 103 SQ YD

51+50 RT 43' 77 SQ YD

PC 51+11.58

PT 51+85.83

ENTRANCES

E=14.08'

R=700.00'

L=278.47'

T=141.10'

PI STA=11+85.58

E=13.36

R=2000.

00'

L=461.0 5'

T=231.55

PI STA=17+11.0

52+21

EX. R/W

EX.

R/W

EX.

R/W

DISTURB LIMITS

GRAVEL 15+72-19+54

ECB 600 SQ YD

16+07-17+15

50+00

PIZZA HUT

ASPHALT

CASH ADVANCE

BUILDING

CITY OF SCOTTSVILLE MAINTENANCE BARN

MINIT MART

GAS PUMPS

STA

25'

26'

19+60 RT 42'

EDGE KEY

LENGTH

38'

10+10

52+21

KY 100

KY 2160

KY 100 22+00

KY 100 (WOOD ST.)

15+72 LT

15+51

195'KY 100

4" SIDEWALK

17+15

19+55

CURB AND GUTTER

14+08 - 15+13

207'KY 100 15+45 - 17+17

88'KY 100 18+77 - 19+43

65'KY 100 17+88 - 18+29

ASPH.13+90 RT 40' 81 SQ YDKY 100

KY 100

KY 2160

USE CAUTION WHEN WORKING AROUND OVERHEAD POWERLINES

TYPE 1 END TREATMENT

DBI TYPE 13 G

INSTALL STANDARD

EX 12"x15" PIPE

BRIDGE

53' SINGLE SPAN

REMOVE EXISTING

STA. 16+76.10

KY 100 30'17+43 - 17+60 RT

DBI TYPE 2

INSTALL STANDARD

GUARDRAIL NOTES

STA. RANGE DIR.

LENGTH DELINEATORS

CHANNEL LINING

TYPE QUANTITYELEV

BEGIN

ELEV

END

TYPESTA. RANGE

DITCH CONSTRUCTION

DIR.

GRADE TO DRAIN TO DBI

INSTALL: 3-SIDED CULVERT 48' x 12' STA.: 16+75.5

TERMINAL SECTION NO. 1

TYPE 1 END TREATMENT

KY 100 13+60 - 14+60

KY 100 10+10 - 15+35

51+00 - 51+88

KY 100 RT

TRANSITIONS

KY 2160 22' - 11'

11' - 23'

10.3' - 23'

10+10 - 11+20 10.2' - 11'

DISTURB LIMITS

30°

30° ANGLE ON EACH WINGWALL

PLANS

RIGHT OF WAY

PC 51+11.58

BUILDING

30°

TEMP. EASEMENT FOR BUILDING REMOVAL

DBI TYPE 2

INSTALL STANDARD

INSTALL 66 IN JUNCTION BOX

PIPE 2.8 CU YDS

SAFELOAD EXISTING 18 IN

STA. 12+30 REMOVE HEADWALL

P I

T A

P R

K Y

C L

USE CAUTION WHEN WORKING AROUND OVERHEAD POWERLINES

CAUTION BURIED UTILITY LINES CLOSE TO ROAD

RT. 15+77 - 19+17 122 SQ YDS

ASPH.

TREATMENT

INSTALL TYPE 1 END

ENTRANCES WITH SIDEWALK WILL BE CONCRETE

(11TOTAL)

INSTALL BI-DIRECTIONAL WHITE DELINEATORS FOR GUARDRAIL

KY 2160 AND WOOD STREET EDGE-OF-PAVEMENT RADIIS ARE 60.00'

ALL ENTRANCE EDGE-OF-PAVEMENT RADIIS ARE 10.00'

NOTES:

EX. R/W

9+15-15+72 2' FB

N62°36'43"E

DITCH

SPEC.

REVISED PLAN DATE: 11-15-17

P C

P T

P C

P T

PLAN SHEET

KY 100

D e c e m b e r

D A

T E

L O

T T

E D c h r is t o p h e r w a ld e n

U S

E S

H E

N A

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

ALLEN 3-8305 R4

SCALE: 1"=50'

P W

W O

R K

C H

R I S

T O

P H

E R

W A

L D

E N

P L

D G

N F I

60.97

N65°01'20"E

S '0

REVISED PLAN DATE: 12-12-17

W E S

Y S

F O

R K

C C

K Y

R T

S V I L

W O

O D

TO S

COTTSVIL

KY 100

(OLD GALLATIN RD)

46.74N50°10'53"E

55.57

15+88.90

104.17

15+71.75

S20°18'00"W

S27°20'06"E 29.93

S31°38'46"W 53.93

S38°35'57"E 11.88

S32°02'59"W 55.72

80.03

W/R

.RP

N51°24'03"E 10.00

S38°35'57"E 18.91

S51°23'56"W 10.00

N38°35'57"W 18.91

51.65N31°38'46"E

53.28

17+50.21

S28°36'00"W 150.10

S40°30'00"E

N21°03'14"E 34.66

S20°18'00"W 72.28

S56°57'34"W 42.72

83.79S62°35'09"W

74.61

51.82N50°10'53"E

N '2

-65.00

18+90.00

43.71

14+27.69

125.36

15+74.55

49.20

17+00.00

W/R.RP

R P

KEVIN GRISSOM ESTATE

44.50

14+06.26

94.31

14+06.26

94.31

14+70.35

40.82

15+12.58

SYMBOL BEARING DISTANCE

R/W LINE TABLE

85.62

C 90.22

A N32°01'21"E 21.44

N32°01'21"E

N37°06'53"W

-55.00

19+55.00

MARVEY WOOD

CITY OF SCOTTSVILLE

LARRY FUGATE TRUST

INVESTMENT

WALKER HINTON

-110.00

13+60.00

60.82 N43°0'9"E

356.62

N34°38'8"E

157.27

N34°38'8"E

-92.17

17+28.71

-53.92

20+22.35

121.96

15+65.69

TEMP. E

SMT

D 45.42S43°28'00"E

E 15.11S31°17'57"W

E -49.30

17+13.14

F 11.62S31°32'55"W

G 11.66S31°41'38"W

H 11.72S31°47'27"W

I 24.88N58°09'38"W

SYMBOL CH. LENGTHARC LENGTH RADIUS CH. BEARING

R/W CURVE TABLE

J 285.77S32°01'21"W

K 51.58 S33°11'00"W725.00 51.57

Ex.

R/W

P R

46.32

16+47.40

71.39

16+31.52

44.44

15+92.95

107.60

15+80.68

PROPERTIES, LLP

VETERINARY

SOUTHCENTRAL

TEM

V S

75.00

14+80.00

-40.54

18+66.47 -77.09

16+63.14

-50.96

16+85.78

-50.25

16+97.68

-51.63

16+73.84 -43.58

20+20.34

-90.00

9+50.00

-75.00

12+25.00

N2 °5

1'4 8"

244.74N56°40'1"E

-30.00

9+15.00

-74.55

13+18.16

250.08 668.12' S46°14'51"W 248.63'

-50.96

16+85.78

-50.96

16+85.78

92.

N21° 3'14

-102.15

13+26.24

138.65N53°4'25.652"E

125.98

14+83.99

150.59

14+75.92

-42.77

19+48.00

90.00

16+78.00

-52.25

16+61.82

-74.60

13+70.24

-30.00

13+05.76

S A

N M

S A

N M

S A

N M

G L

W M

S A

N M

W V

S A

N M

W M

W V

G V

S A

N M

W V

S A

N M

W M

S A

N M

S A

N M

W V

W M

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