04-142.30 P004 Map, Plans, Picture.pdf

PDF 3 MB Posted

Attached to
Demolition Svcs Taylor Co
Solicitation number
RFB 605 2000000563 3
Issued by
Simpson County, Kentucky

About this file

This is a plan sheet document from the Commonwealth of Kentucky Department of Highways for Taylor County, specifically detailing improvements for Project 04-142.30, the Campbellsville Bypass Section 2. The project involves roadway improvements along Goodin Way in Campbellsville, Kentucky, with construction activities occurring between station 239+50 and station 245+00. The plan sheet includes detailed engineering specifications for right-of-way acquisition, property line identification, and utility coordination. Key project elements include 532 linear feet of woven wire right-of-way fence on the left side and 539 linear feet on the right side, a 30-inch pipe with inlet and outlet elevations of 827.25 and 822.25 respectively, a drainage easement and construction easement with temporary easement for drainage pond entry, and 457 square yards of asphalt pavement at the frontage road entrance. The sheet was plotted on June 22, 2016, with design responsibilities assigned to Verniece Lee and Roger Redford.

The document identifies multiple utility owners operating in the project area, including Windstream, Access Cable TV, Campbellsville Municipal Utilities, Campbellsville Municipal Water System, Green Taylor Water District, Atmos Gas, Kentucky Utilities, and Taylor County RECC. The plan specifies 20-foot general utility easements and includes benchmark elevations for survey reference. Contractors are required to coordinate with KY 811 (the one-call before-you-dig system) by calling 1-800-752-6007 a minimum of two and no more than ten business days prior to any excavation activities. The plan sheet emphasizes the necessity for contractors to contact the County Court Clerk to determine proper excavation coordination with utility owners, particularly those not subscribed to the KY 811 service.

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Text version

Map to Improvements 04-142.30

Campbellsville Bypass Section 2

P 004 Goodin Way

Campbellsville, KY 42701

P 004

0’ 100’ 200’50’

NELDA (WF.)

JAMES BERRY

SHERRY (WF.)

PHILLIP COWAN

SHERRY (WF.)

PHILLIP COWAN

MONA GAYLE (WF.)

JAMES L. DOWELL

SHERRY (WF.)

PHILLIP COWAN

MONA GAYLE (WF.)

JAMES L. DOWELL

P

P

N 27°50’50" E

105’

+50

105’

+00

220’

+20

2’ F.B. SPCL. DT.

2’ F.B. SURF. DT.

2’ F.B. SURF. DT.

2’ F.B. SURF. DT.

PROP. R/W & A/C

PROP. R/W & A/C

" P

I P

E

827.25

I.E.

822.25

O.E.

2’ F .B

S U R F.

D

T

190’

+78.63200’

+90

235’

+40

108.36’

+30

106.87’

+50

ESMT.

DRAINAGEPERM.

140’

+00

100’

+50 100’

+68.63

33.97’

+29.01

110.00’

+68.84

108.73’

+00

DRAIN PONDTO

ENTR. CONST. &

TEMP. ESMT. FOR

200’

+85

PROP. A/C

P R

O P

R

W

245’

+25.55

’ R

0’

4+50

245’

+15

P I

R = 100.00’

DELTA = 63°59’14" Lt.

STA. 241+49

P.I. 137.05’ LT.

ENTRANCE OFF FRONTAGE RD.

( SEE FRONTAGE RD. PROFILE SHEET )

WITH 457 SQ. YDS. OF ASPH. PVMT.

ENTRANCE OFF OF FRONTAGE RD.

169.69’ LT. STA. 244+16 CONST. 12’

105’

+85

DELTA = 10°37’43.17" Rt.

P.I. STATION 4+50.00

FRONTAGE RD.

245’

+00

(CONSTRUCTION BY OTHERS)

55:1 Pavement Taper

100’ Bay Taper

7’ LT.

239+50

5.18’ RT.

240+50

STATION TO STATION LINEAR FEET

WOVEN WIRE R/W FENCE TYPE 1 - LT.

STATION TO STATION LINEAR FEET

WOVEN WIRE R/W FENCE TYPE 1 - RT.

539239+68.63 - 245+00

239+69.84 - 245+00

BEFORE YOU DIG

utility companies have facilities in the area.

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

N 20°5 2’41" E

N 31°30’24" E

STA. 4+15

BEGIN FRONTAGE RD.

51’ 38.82’

218.22’ RIGHT DISC IN CONCRETE

BM M11: ELEV. 830.218 STA. 236+52.47,

175’

+80

TO DRAIN POND

TEMP. ESMT. 160’

+40

150’

+75

128.1’

+85

N 62°09’10" W- 95.00’

N 27°50’50" E- 10.55’

N

°12 ’0 " E

- 16

.8

31.19’

N 30°11’37" E

S 28°33’36" W - 120.01’

N 28°33’36" E - 300.02’ N 27°50’50" E

85.00’

N 27°50’50" E

74.45’54.08’

N28°27’46"W

.9

S

°2 ’16

" W

.9

N

°5

’2

W

81.37’

S 27°50’50" W

S 42°46’43" W - 155.24’

252.44

S 19°5 2’39" W

250.00’

S 27°50’50" W

.0 3’

N 7° ’4 1"

W

.9

N

°4

’0

" W

.69’

S

66°44’2

5" W

PLANS

RIGHT OF WAY

MAINLINE STA. 239+68.63

BEGIN RIGHT OF WAY

CONVENTIONAL SIGNS

SURVEY LINE

GRADE LINE

GROUND LINE

COUNTY LINE

CORPORATE LIMITS

PROPOSED RIGHT OF WAY

BENCH MARK

RAILROAD

FENCE (CONTROLLED ACCESS)

FENCE (EXCEPT STONE AND HEDGE)

TREES

PIPE CULVERT

CULVERT

BRIDGE

BUILDINGS

LIGHTING POLE

POWER POLE

JOINT POWER & TELEPHONE POLE

TELEPHONE & TELEGRAPH POLE

ANCHOR, POWER OR TELEPHONE

STUB POWER

STUB TELEPHONE

WATER MAIN

GAS MAIN

TELEPHONE DUCT

ELECTRIC DUCT

DIRECT BURIAL ELECTRIC CABLE

DIRECT BURIAL TELEPHONE CABLE

STONE FENCE

HEDGE FENCE

SWAMP OR MARSH

SPRINGS

QUARRY SITE

LAKES OR PONDS

NORTH POINT

GUARDRAIL

SINKHOLE

400’ V.C.

B.M. NO.4

1-S

FRAME

1-S

BRICK SHED

2-S

BRICK

TERMINAL

SECTION

GUARDRAILEND TREATMENT

EXISTING PROPOSED

E E

T T

EXISTING ROAD

TRAFFIC LIGHTS

T

E

SAN

STORM

DIRECT BURIAL TV CABLE TV

E

T

SANITARY SEWER (WITH MANHOLE)

STORM SEWER (WITH MANHOLE)

GM

WM

T

E

TV

SAN

STORM

EXIST. RIGHT OF WAY & PROPERTY LINE

RIGHT OF WAY MONUMENT

RIGHT OF WAY MONUMENT

6"

WM

6"

GM

UTILITY TEST HOLE

EXIST. PROPERTY LINE PL

OVERHEAD WIRE

ELECTRIC MANHOLE EMH EMH

BLUE LINE STREAM

INTERMITTENT STREAM

OR DITCH

REGULATED FLOODWAY

EXISTING R/W MARKER

TELEPHONE MANHOLE TMH TMH

TREE LINE

TH

EXISTING/ PROPOSED

J u n e

D A

T E

P

L O

T T

E D a n d y

U S

E R

E S

H E

T

N A

M

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

TAYLOR 4-142.30 R3

NUMBERS:

PROJECT

COUNTY OF

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYS

TAYLOR

PLAN SHEET

STA. 239+50 TO STA. 245+00

50’SCALE: 1"=

DESIGNED BY:

DATE SUBMITTED:

F

W O

R K

T A

Y L

O

C O

D G

N

P

L 1.

D G

N F I L

M

P

TAYLOR

VERNIECE LEE

Roger Redford

502-957-7140

Shepherdsville, KY 40165

229 Lees Valley Road

Windstream

Larry Agee

270-932-3806

Greensburg, KY 42743

611 Columbia Hwy.

Access Cable TV

David Revis

270-789-3133

Campbellsville, KY 42718

110 S.Columbia Ave., Suite A

Campbellsville Municipal Utilities - Sewer

Griffin Hash

270-789-3133

Campbellsville, KY 42718

110 S.Columbia Ave., Suite A

Campbellsville Municipal Water System

Joe Austin

270-932-4947

Greensburg, KY 42743

P.O. Box 168

Green Taylor Water District

Mike Close

270-469-0073

Campbellsville, KY 42718

336 Commonwealth Drive

Atmos Gas

Greg Geiser

502-262-7370

Louisville, KY 40232

820 West Broadway

Kentucky Utilities

Erin Wise

270-465-4101

Campbellsville, KY 42718

P.O. Box 100

Taylor County RECC

UTILITY OWNERS

20’ GENERAL UTILITY EASEMENT

20’ GENERAL UTILITY EASEMENT

’ G

E N

E R

L

U T

IL

IT

Y

E

A S

E M

E N

T

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

EXIST. R/W

EXIST. R/W

(APPROX. LOC.)

CEMETERY

831.1

W.E.

M11

830.218

P O S

T

823.8

W.E.

SIGN

T V

J B

T V

J B

K Y

E L

K H

O

D

RES.

1 STY.

BLDG.

BARN

GOODIN WAY

STEEL

30"

15" CCP

BARN

BARN

RES.

1 STY.

" D

I

W a t e r

4" Water shawna.shuffett Polygon

4-142.30 burnt barn
4-142.30 004 Map to Improvement
004 plans colored

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