8-10053.00 CUMBERLAND PARCEL 8 Colored Plans.pdf

PDF 2 MB Posted Jan 22, 2025

Attached to: Demolition Svc Cumberland Co P. 08
Solicitation number: RFB 605 2500000421 1
Issued by: Crittenden County, Brooksville City, Kentucky

About this file

Written by GovTribe AI · Mar 12, 2026

This file is a colored plan sheet for a highway bridge and roadway construction project prepared by the Commonwealth of Kentucky Department of Highways, State Highway Engineer's office, in Cumberland County. The project involves the reconstruction and improvement of Kentucky Route 90 over Dutch Creek (Bridge ID #029B00020N, Project Number BGX-006-010) spanning from Station 103+00.00 to Station 123+50.00. The project scope includes bridge superstructure work, foundation layout, typical sections, cross sections, entrance profiles, guardrail installation, traffic control measures, sediment prevention and erosion control, tree clearing, and pavement work. The design is classified as a rural minor arterial on rolling terrain with a design speed of 55 miles per hour, serving a present average daily traffic (ADT) of 2022 vehicles and a future ADT of 3335 vehicles. The project is located off the National Highway System and includes temporary easements for construction entrances. Referenced standard specifications include AASHTO LRFD Bridge Design Specifications with current interims and the Standard Specifications for Road and Bridge Construction, current edition.

The plan sheet references multiple property owners affected by the project including Cheryl Cash Young, Judge Cary Estate and Unknown Heirs, Mary Pace Grant, the Dutch Creek Church of the Lord Jesus Christ, and Jarrod S. Alexander and Sarah H. Alexander. The document identifies right-of-way markers, property lines, and areas to be relocated by others. Construction details include guardrail end treatment Type 2A installations, silt fence and sediment control measures, and curve specifications with specific radius and deflection angle measurements. Additional environmental commitments are noted, including concrete sealing requirements and embankment treatment at bridge ends. The plan sheet was prepared using OpenRoads Designer software and includes a comprehensive index of sheets covering layout, profiles, cross sections, bridge details, foundation plans, and standard drawing references necessary for construction execution.

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Other files

File	Type	Posted
Final_RFB_605_2500000421_1_SO_FORM.PDF	PDF	Jan 22, 2025
8-10053.00 CUMBERLAND PARCEL 8 Cumberland County Before Improvement Photographs Log.pdf	PDF	Jan 22, 2025
8-10053.00 CUMBERLAND PARCEL 8 Google Earth.pdf	PDF	Jan 22, 2025
Bid Sheet - Demo Svc Cumberland Co P.08.xlsx	XLSX spreadsheet	Jan 22, 2025

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AASAOLUUSER:

CUMBERLAND COUNTY

C:\PWWORKING\JMT\D0552543\8_10053_LAYOUT.DGNFILE NAME:

Y K

C U

K F

O HTLAE

N O

M M

O C

ATS

EW DE

L L

F EW DE

DEPARTMENT OF HIGHWAYS

PLANS OF

PROPOSED PROJECT

COMMONWEALTH OF KENTUCKY

OpenRoads Designer v10.16.2.267

CABINET

TRANSPORTATION

STATE HIGHWAY ENGINEER

PLAN APPROVED BY:

DATE:

DESIGN CRITERIA

DESIGNED

CLASS OF HIGHWAY

TYPE OF TERRAIN

DESIGN SPEED

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE

DHV

D %

T %

% RESTRICTED SD

LEVEL OF SERVICE

MAX. DISTANCE W/O PASSING

LATITUDE DEGREES

LONGITUDE SECONDS WEST

SECONDS NORTH

DEGREES

ADT PRESENT ( )

ADT FUTURE ( )

GEOGRAPHIC COORDINATES

RURAL MINOR ARTERIAL

ROLLING

55 MPH

6.42

MINUTES

49 06

ITEM NO.

CUMBERLAND08-10053.00

09/26/24

SHEET NO.

LETTING DATE:

RECOMMENDED BY:

DATE:

PROJECT MANAGER

INDEX OF SHEETS

LAYOUT MAP

COUNTY OF

THE CONTROL OF ACCESS ON THIS

PROJECT SHALL BE BY PERMIT

FOR ROADWAY SHEETS

STANDARD DRAWINGS

SPECIAL NOTES

STANDARD DRAWINGSSTANDARD DRAWINGS

Additional Enviromental Commitments

Concrete Sealing

No. 69 Embankment At Bridge End Bent Structures

Sediment Prevention and Erosion Control

Section 7 Tree Clearing

Traffic Control on Bridge Repair Contracts

Barcodes on Permanent Signs

INDEX OF SHEETS

S25-S27 S23-S24 S21-S22 S20 S19 S18 S14-S17 S12-S13 S10-S11 S6-S9 S4-S5 S3 S2 S1 X1-X27 R10 R8-R9 R4-R7 R3 R2B R2A R2 R1

RAILING DETAILS

CONSTRUCTION ELEVATIONS

SUPERSTRUCTURE

PCIB TYPE 4 DETAILS

BEARING DETAILS

FRAMING PLAN

IEB #2

PIER #2

PIER #1

IEB #1

FOUNDATION LAYOUT

TYPICAL SECTIONS

LAYOUT

GENERAL NOTES

CROSS SECTIONS

ECA SHEET

ENTRANCE PROFILES SHEET

PLAN AND PROFILE SHEETS

LEGEND

GENERAL, MOT AND SPECIAL NOTES

COORDINATE CONTROL

TYPICAL SECTIONS

LAYOUT SHEET

PROJECT NUMBER:

EXISTING BRIDGE ID #: 029B00020N

DRAWING NO: 28847

SPECIFICATIONS

FOR BRIDGE SHEETS

TABLE OF REVISIONS

REV. NO. SHEETS REVISED DATE

AASHTO LRFD Bridge Design Specifications With Current Interims.

Standard Specifications for Road and Bridge Construction, Current Edition

THIS PROJECT IS OFF THE NH SYSTEM

STA. 103+00.00 TO STA. 123+50.00

KY 90 OVER DUTCH CREEK

BGX-006-010 Stencils For Structures

BGX-012-002 Geotechnical Legend

BHS-014-000 Thrie-Beam Guardrail Transition (TL-3)

BPS-003-009 HP12 X 53 Steel Pile

BGX-022-000 Joint Waterproofing

RBI-002-007 Typical Guardrail Installations

RBI-003-009 Typical Installation For End Treatment Type 2A

RBR-001-013 Steel Beam Guardrail ("W" Beam)

RBR-020-007 Guardrail End Treatment Type 1

RBR-025-006

RDX-210-003 Temporary Silt Fence

RDX-215-001 Temporary Silt Fence With Woven Wire Fence

RDX-220-005 Silt Trap Type A & B

Right-Of-Way MarkersRGX-005-006

RGX-010-004 Typical Embankment Foundation Benches

RBI-001-012 Typical Guardrail Installations

RBR-005-011 Guardrail Components

RBR-010-006

RBR-015-006 Guardrail Posts

RGS-001-007 Curve Widening & Superelevation Single Lane Pavement

RGX-001-006 Miscellaneous Standards Part 1

Guardrail End Treatment Type 2A

RBR-055-001 Delineators For Guardrail RBR-060-000 Delineators At Narrow Shoulder Bridges

RDD-040-005 Aggregate Channel Lining Class I, II, III

RDI-001-010 Culvert & Entrance Pipe Types and Cover Heights

RDI-004-004 Culvert & Storm Sewer Pipe Types & Cover Heights

RDI-011-003 Culvert Entrance & Storm Sewer Pipe Types & Cover Heights

RDI-020-010 Pipe Bedding For Culverts, Sewers, Storm Drains, And Their

RDI-021-001 Pipe Bedding For Culv, Entr. And Storm Sewer Reinf. Conc. Pipe

RDI-025-006 Pipe Bedding Trench Condition

RDI-026-001 Pipe Bedding Trench Condition Reinforced Conc. Pipe

RDI-035-002 Coatings, Linings And Pavings For Non-Structural Plate Pipe

RDI-040-001 Turf Reinforcement Mat Slope Installation

Treatment of Embankment At Bridge End-Bent StructuresRGX-100-007

RGX-105-009 Treatment of Embankment At Bridge End-Bent Structures

One Point Procter Family of CurvesRGX-200-001

Approaches, Entrances And Mail Box TurnoutsRPM-110-007

TPR-115-000 Shoulder & Edge Line Rumble Strips Placement Details

Edgeline Rumble Strip Details Two Lane RoadwaysTPR-120-000

Guardrail Terminal Sections

RDX-225-001 Silt Trap Type B

SEPIA 017 Pavement Striping Details For Two Lane Two Way

Roadways

STA. 103+00.00

BEGIN CONST.

STA. 123+50.00

END CONST.

Combinations.

BJE-001-014 Armored Edges

BBP-001-012 Elastomeric Bearing Pad For Prestressed Beams

BSD-006-000 Prestressed Preformed Concrete I-Beam Type 4

Diaphragm Details

BBP-002-004 Bearing Details

Liquidated Damages

Permitting

Categorical Exclusion

45.32'

106+50.00

105.00'

106+50.00 110.00'

106+80.00

55.83'

107+50.00

-39.52'

105+25.00

-85.00'

105+25.00

-160.00'

107+65.00

-184.37'

107+86.78

-121.67'

108+98.40

R/W

PR R/W

-76.00'

112+40.00

-86.00'

112+98.00

-75.00'

112+10.00

-85.00'

107+50.00

CONSTRUCTION

FOR ENTRANCE

TEMP EASEMENT

-185.00'

110+40.00

S83°38'00"E 255.65'

-85.00'

113+56.00

-143.01'

109+50.00

-100.45'

110+80.00

CONSTRUCTION

FOR ENTRANCE

TEMP EASEMENT

-79.93'

111+77.09

-84.46'

106+83.48

S6 6°

'07

8.7

LAYOUT

-39.51'

105+31.53

-17.13'

108+12.42

-22.10'

108+13.01 -13.41'

108+88.63 -48.21'

108+92.18

-44.75'

109+25.47

-41.02'

109+64.11

-51.38'

109+20.94

-109.53'

108+68.55 -197.43'

107+73.50

-219.96'

107+91.04

-133.45'

108+84.98

-68.93'

109+44.11

-20.35'

114+84.70

19.65'

114+85.24

83.34'

110+08.62

40.49'

105+31.46

D E

F G

N O

EX R

EX R/W

E X R

/WE

X R /W

-26.08'

111+72.89

L= 215.

03'

R= 1608.

89' Left

S86°21'2 2"W

LC= 214.8

-120.18'

109+00.00

6.9 7'

8.8 9'

Lef t

S7 0°0

6'3 7"W

LC=

.86

-28.47'

107+17.74

CHERYL CASH YOUNG

JARROD S. ALEXANDER AND

SARAH H. ALEXANDER

MARY PACE GRANT

JUDGE CARY ESTATE

AND UNKNOWN HEIRS

DUTCH CREEK CHURCH OF

THE LORD JESUS CHRIST

JUDGE CARY ESTATE

AND UNKNOWN HEIRS

STA 103+00.00

BEGIN CONST.

N66°41'46"E

6.53'

L= 96.48'

R= 1568.89' Left

S75°17'10"W

LC= 96.47'

S12°57'08"E

5.00'

L= 77.21'

R= 1573.89' Left

S78°27'12"W

LC= 77.20'

S10°08'29"E

35.00'

L= 34.74'

R= 1608.89' Left

S80°28'38"W

LC= 34.74'

S49°54'39"E

8.13'

L= 81.05'

R= 235.00' Right

S59°47'29"E

LC= 80.65'

S69°40'18"E

117.86'

L= 2.31'

R= 265.00' Right

N65°19'26"W

LC= 2.31'

L= 70.13'

R= 265.00' Right

S57°29'33"E

LC= 69.93'

S49°54'39"E

34.88'

P S11°29'32"W

40.00'

L= 317.51'

R= 1608.89' Left

N84°06'41"W

LC= 317.00'

L= 463.83'

R= 1488.89'

S75°37'15"W

LC= 461.95'

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

GRADE TO DRAIN

N23°21'22"W

45.48'

N66°51'07"E

68.29'

N09°47'44"W

76.67'

N23°20'19"E

34.19'

N55°04'14"E

61.13'

S84°21'06"E

62.13'

N88°03'37"E

31.90'

N82°47'03"E

62.71'

S69°42'20"E

212.83'

CP 1

STA 47+71.20

BEGIN CONST.

STA 49+87.50

END CONST.

GUARDRAIL.

PAVEMENT AND

REMOVE EXISTING

N66 °3

8'3 8"

KY 90 STA 108+80.00 =

SHAW MARTIN RD STA 50+00.00

T S

4 S C

P O

L= 87.50'

R= 260.00' Left

S60°01'52"E

LC= 87.08'

AO S83°38'00"E

35.38'

P O

S °0

'2 "E

KY 90 CURVE #1

PI STA 114+74.62

Δ = 56°34'26" RT

T = 645.78' L = 1184.88' R = 1200.00' E = 162.73' e = 6.00% Runoff = See XS Runout = See XS

TYPE 2A

END TREATMENT

STA 50+96.07

END CONST.

STA 50+12.50

BEGIN CONST.

STA 17+90.17

BEGIN CONST

STA 19+93.28

END CONST

SHAW MARTIN RD CURVE #1

PI STA 47+90.05

Δ = 17°12'07" RT

T = 18.91' L = 37.53' R = 125.00' E = 1.42'

SHAW MARTIN RD CURVE #2

PI STA 49+61.93

Δ = 31°32'27" RT

T = 21.18' L = 41.29' R = 75.00' E = 2.93'

S54°46'31"E

65.86'

SHAW MARTIN ROAD

ENVIRONMENTALY CLEARED AREAENVRIO

NMENTAL

CLE

ARED A

REA

29'R

15'R

CONSTRUCTION NOTES

STA 103+75.00 LT, FLARE END TREATMENT

TYPE 2A INTO EXISTING ROCK FACE.

DIST

URB

LIMIT

DISTURB

LIMIT

DIS

TURB

LIM

25' EDGE KEY

75'R

SIGNWV

SIGN

SANCO

SSM

SIGN

Y K

C U

K F

O HTLAE

N O

M M

O C

S EW DETI

L L

AF EW DEDI

D STA 115+00.00 STA 100+00.00 TO

DEPARTMENT OF HIGHWAYS

COMMONWEALTH OF KENTUCKY

SHEET NO.SCALE: 1" = 50'

HORIZONTAL SCALE

0' 100' 200'50'

OpenRoads Designer v10.16.2.267

COUNTY OFITEM NO.

CUMBERLAND08-10053.00

AASAOLUUSER: C:\PWWORKING\JMT\D0552543\8_10053_PLAN.DGNFILE NAME:

KY 90 PLAN SHEET DRAWING TITLE: R

CABINET

TRANSPORTATION

M A

T C

H L

E S

T A

Jason.Baker Polygon

Jason.Baker Callout

AD HOC SHED

Jason.Baker Callout

GAS TANK

Jason.Baker Callout

75SF SHED

Jason.Baker Callout

100SF SHED

Jason.Baker Callout

HOUSE

Jason.Baker Callout

NOTICE!!!! THE BARN IS NOT PART OF THE PROJECT!!!!

Jason.Baker Callout

METAL PLANTER

Jason.Baker Line

Plans

8_10053_Typical_Sections

8_10053_General_Notes

8_10053_Legend

8_10053_Plan

8_10053_Profile

8_10053_Plan

8_10053_Profile

Entrance Profiles

8_10053_ECA_Sheet

8_10053_Cross Sections

8_10053_Shaw_Martin_Cross_Sections

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