PLAN & ELEVATION DEPARTMENT OF HIGHWAYS ......R K I N G \ D 0 12 5 6 4 4 \ S 0 0 1-T I T L E. D G N...

$: PLAN & ELEVATION DEPARTMENT OF HIGHWAYS ......R K I N G \ D 0 12 5 6 4 4 \ S 0 0 1-T I T L E. D G N F I L E N A M E: 013C00050N TITLE & LOCATION MAP S1 BREATHITT BURTON FORK S. JETLEY$
E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

CO

NS

TR

UC

TIO

N

PR

OJ

EC

T

NO.

LE

TTIN

G

DA

TE

DEPARTMENT OF HIGHWAYS

INDEX OF SHEETSSheet No. Description

SPECIAL NOTES

STANDARD DRAWINGS

BRIDGE NUMBER

LOCATION MAP

Construction.

2012 Standard Specifications for Road and Bridge

37.388295421, -83.506550188

BURTON FORK

MORRIS FORK ROAD OVER

013C00050N

C:\

PW

_W

OR

KIN

G\

D012

5644\

S001-

TIT

LE.

DG

NFIL

E

NA

ME:

013C00050N

TITLE & LOCATION MAP

S1

BREATHITT

BURTON FORK

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

TRANSPORTATION CABINET

REHABILITATION PLANS

Erosion Control

Concrete Sealing

Bridge Overlay Approach Pavement

SPECIAL PROVISIONS

GENERAL PROVISIONS

165 Before You Dig

27832

BDP-002-03 Box Beam Bearing Details

BDP-003-03 Box Beam Miscellaneous Details

BDP-004-03 Box Beam Tension Rod Details

BDP-005-05 Railing System Type II

BDP-008-04 Box Beam B21 and CB21 Details

BHS-007-07 Railing System Type II Guardrail Treatment

RBR-010-06 Guardrail Terminal Sections

RDX-220-05 Silt Trap Type A

RGX-050-02 Gabion Retaining Walls

SPECIFICATIONS

with Current Interims.

2017 AASHTO LRFD Bridge Construction Specifications

27019

ST

AT

E

OF KENT

UC

KY

PR

OFE

SSIONAL

EN

GIN

EE

R

LICENSED

BAKER

TRAVIS M.

RDX-225-01 Silt Trap Type B

RDX-230-01 Silt Trap Type C

650 Standard Drawings

Elastomeric Bearings for Box BeamsBBP-003-02

Box Beam General Notes & ReferencesBDP-001-05

Temporary Silt FenceRDX-210-03

Road Closure with DiversionTTC-150-03

11/30/2018

RBR-050-07 Guardrail End Treatment Type 7

Micro

Statio

n v8.11.9.714

Structures with Over the Side Drainage

November 30, 2018

CROSS SECTIONS

BEAM DETAILS

BEAM DETAILS

FRAMING PLAN

ABUTMENT #2

ABUTMENT #1

TYPICAL SECTION

PLAN & ELEVATION

TYPICAL SECTIONS AND NOTES

MAINTENANCE OF TRAFFIC

GENERAL NOTES

TITLE & LOCATION MAP

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

S11

X1-X9

Dece

mber 8, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

Contract Completion Date

Maintenance of Traffic

RBR-005 Delineators for Guardrail

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

013C00050N

BREATHITT

BURTON FORK

GENERAL NOTES

DESIGN METHOD: All reinforced concrete members are designed in accordance with AASHTO specifications.

MATERIALS FOR DESIGN SPECIFICATIONS:

For Class A Concrete: F'C = 3,500 psi

For Class AA Concrete: F'C = 4,000 psi

For Epoxy Coated Steel Reinforcement: FY = 60,000 psi

The Specifications, Current Edition, as designated below shall govern the following materials furnished:

Grout C1107

DIMENSIONS: Dimensions shown on these plans are taken from field survey data. The Contractor shall

verify elevations and dimensions with field measurements prior to ordering materials. All plan

dimensions are for a normal temperature of 60°F. Layout dimensions are horizontal dimensions.

VERIFYING FIELD CONDITIONS: Plan dimensions and details relative to the existing structure are subject

to nominal construction variations. It shall be the Contractor's responsibility to verify such

dimensions and details in the field and make the necessary approved adjustments prior to construction

or ordering of materials. Such variations shall not be cause for additional compensation for a change in

the scope of the work; However the Contractor will be paid for the quantity actually furnished at the

unit price bid for the work. In addition, the overrun and underrun formulas may be applied to

appropriate repairs provided that the requirement of Article 104.02.02 of the Standard Specifications are

satisfied.

2" unless otherwise noted.

EPOXY COATED REINFORCING STEEL: All proposed reinforcing bars in the plans shall be epoxy coated in

accordance with Section 811.10 of the Standard Specifications.

EXISTING STEEL REINFORCEMENT: The cost of cutting, bending, and cleaning existing steel reinforcement

shall be incidental to the repair item being completed.

BEVELED EDGES: Bevel all exposed edges ƒ", unless otherwise noted.

REINFORCEMENT: Spacing of bars is from center to center of bars. Clear distance to face of concrete is

DISPOSAL OF MATERIALS: All materials and debris removed from or beneath the bridge shall become the

property of the Contractor and shall be removed from the right-of-way.

STABILITY OF THE STRUCTURE: The Contractor is completely responsible for the stability of the

structure from the time of mobilization until after the bridge has been reopened to normal traffic

following completion of all work required in the contract.

DAMAGE OUTSIDE CONSTRUCTION LIMITS: Any area that is disturbed outside of the limits of the

construction during the life of the project shall be repaired by the Contractor at his expense, should

any damage result from the Contractor's actions.

DAMAGE TO THE STRUCTURE: The Contractor shall bear full responsibility and expense for repair of any

and all damage to the structure, should such damage result from the Contractor's actions. After

completion of all operations, the structure and site shall be left in a condition that is in accordance

with Section 105.12 of the Specifications.

Material Specification

FUTURE WEARING SURFACE: Design of this bridge includes allowance of 60 psf for a future wearing surface.

DESIGN LOAD: This bridge is designed for the standard AASHTO HL-93 live load increased by 25% (KYHL-93).

S2

C:\

PW

_W

OR

KIN

G\

D012

5644\

S003_

NO

TES.

DG

NFIL

E

NA

ME:

bridge is prohibited.

CONSTRUCTION LOAD: The Contractor shall abide by the bridge posting limits. Storage of material on the

REMOVE SUPERSTRUCTURE: This item includes removal of the existing asphalt deck and existing beams.

The existing abutments shall remain in place and undamaged to be reused in the rehabilitated structure.

Payment at the contract unit price is full compensation for removing and disposing of specified existing

materials, labor, equipment, tools and incidentals necessary to complete this work.

CORK AT ABUTMENTS: The cost for the cork between the abutments and beams is incidental to the unit

bid price for Class "A" Concrete.

"AA" and no separate measurement or payment shall be made.

furnishing and installing Mastic Tape shall be considered incidental to the unit price bid for Concrete Class

The cost of this work, including all materials, labor, equipment, tools and incidentals necessary for

the overlap running downhill.

spliced by lapping a minimum of six inches and in accordance with the manufacturer's recommendations with

Mastic Tape shall cover the joint continuously unless otherwise shown in the plans. Mastic Tape shall be

or an approved equivalent.

CADILLOC by UP RUBBER CO. INC.

SEAL WRAP by MAR MAC MANUFACTURING CO. INC.,

EZ-WRAP RUBBER by PRESS-SEAL GASKET CORPORATION,

Mastic Tape shall be either:

minimum width of nine inches on each side of the joint.

dirt, debris, or deleterious material. Primer, if required by the tape manufacturer, shall be applied for a

be covered with 12-inch wide mastic tape. Prior to application, the joint surface shall be clean and free of

Mastic Tape used to seal joints shall meet the requirements of ASTM C-877 Type I, II, or III. The joint is to

the abutment wings and superstructure shall be waterproofed as detailed on these plans.

JOINT WATERPROOFING AT ABUTMENTS: The joint between the abutment seats and superstructure and between

Dece

mber 8, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

Anchor Dowels A311, Grade 1018 Smooth Steel Rods

Bridge Construction Specifications, with Interims.

Specifications. All references to the AASHTO Specifications are to the current edition of the AASHTO LRFD

Highways Standard Specifications for Road and Bridge Construction including any current supplemental

SPECIFICATIONS: References to the Specifications are to the 2012 Edition of the Kentucky Department of

STAKING: Construction staking, if required, shall be incidental to the project.

required to complete the Contract.

all or parts of the existing structure, phase construction, incidental materials, labor, or anything else

incidental to the Contract. This may include cofferdams, shoring, excavations, backfilling, removal of

are to be included in the bid item most appropriate for the work involved and otherwise considered

with the Plans and Specifications. Material, labor, or construction operations, not otherwise specified,

COMPLETION OF THE STRUCTURE: The Contractor is required to complete the structure in accordance

M4-10

L

A

B

PT STATION NORTHING EASTING

E= 0.90'

R= 70.00'

Lc = 22.30'

Ts= 11.25'

E =5572949.990

N =3672705.327

P.I. Sta= 10+39.15

STATIONEACH

QUANITIY

RTorLT

RTLT W20-1

SQ.FT.

TOTAL

RTLT

Sign used with Barricades Type 3*

2 18

ROADSIDE 18x15 2

CODESIGN

36x36

244

INCHSIZE

4

RTLT 2 18

3

91

36x36

M4-10 48x18

36x36W20-4

W24-1

of Project

East & West

on KY 28

Displayed

Signs to be

G

A

! EXIST. MORRIS FORK ROAD

POE

PI

PI

PI

PI

PI

PT

PI

PC

POB

3672895.881

3672812.148

3672785.056

3672771.785

3672759.445

3672736.589

3672716.362

3672705.327

3672695.527

3672671.21

5572983.611

5572964.354

5572959.022

5572958.279

5572957.011

5572956.138

5572952.16

5572949.990

5572944.472

5572930.781

12+32.92

11+47.00

11+19.39

11+06.10

10+93.70

10+70.82

10+50.21

10+39.15

10+27.91

10+00.00

TOTAL

RTLT

27

FORK RDMORRIS

KY 28

FORK RDMORRIS

GLADYS STAMPERENOCH STAMPER

D

G

D

! EXIST. MORRIS FORK ROAD

! PROPOSED DIVERSION

PV

T 5

+00.86

Ele

v 770.42

PV

C 5

+00.88

Ele

v 770.41

V.C. =20.00'

NPSD =54.50'


KY 28

FORK RDMORRIS

*

DIVERSION PLAN

FORK RDMORRIS

10

P

JANICE ANN STAMPERSTEPHEN EDWARD STAMPER

11

P

E

C

F

PL

764

768

772

776

780

784784

PV

C 4

+31.

17

Ele

v 781.

82

PV

T 4

+51.

17

Ele

v 779.33

PV

T 5

+20.88

PV

C 5

+25.00

PV

C 5

+91.

60

Ele

v 772.79

PV

T 6

+41.

60

Ele

v 774.69

PVI 6

+50.24

Ele

v 774.77

So = -18.97%

So = -0.00%

V.C. =20.00'

SD 92.96'

V.C. =20.00'

NPSD =74.09'

V.C. =20.00'

NPSD =28.02'

V.C. =50.00'

SD 215.58'

e= NC

E= 0.77'

R= 50.00'

Lc = 17.47'

Ts= 8.82'

E =5572958.891

N =3672728.079

P.I. Sta= 4+62.83

e= NC

E= 0.40'

R= 50.00'

Lc = 12.54'

Ts= 6.30'

E =5572950.218

N =3672705.571

P.I. Sta= 4+38.78

TRACT A

RIGHT OF WAY

P-11

6" DI

8"HDPE

6"DI

APPROACH PAVEMENT")

(INCUDE IN BID ITEM "BRIDGE OVERLAY

CONST 28.5' REDMOND DR.(62 SY ASPH)

RT. STA. 10+42 EXIST. MORRIS FORK RD.

DET

OU

R

M4-10

R

EXIST R/W

BU

RT

ON F

OR

K

BU

RT

ON F

OR

K

C.P. 102

12" Poplar

Barn

Barn

EXIS

T. R/

W

30'

DATUMDATUM

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

013C00050N

P.S. McINTOSH J. HODSKINS

E.S.JONES J. HODSKINS

BREATHITT

BURTON FORK

S3

27832

6-PROPOSED 36 IN TEMP PIPES

Morris Fork Road

KY 28

Sycamore

Poplar

EAST (X)

NORTH (Y)

COORDINATE CONTROL POINTS

ELEV. (Z)

STATION

OFFSET

CP 101

5/8" REBAR & CAP

CP 102

5/8" REBAR & CAP

3672667.35

5572941.22

783.64

POINT

DESCRIPTION

3672911.35

5572998.03

775.17

State Plane Coordinates

AHEAD

ROAD

ONE LAN

E

500 FT

WORK

RO

AD W20-4

500 FT

WORK

ROAD

AHEA

DRO

ADON

E LA

NE

W20-4

based on the elevation of CP 101 = 775.17'.adjusted by closed differential level loop solutions dated July 25, 2018 and were datum, GEOID12B utilizing NGS OPUS GPS observations on the NAVD88 vertical Elevations were established by redundant BASIS OF ELEVATIONS

calculated or used for this project.US Survey Feet. No project datum factor was Coordinates shown are State Plane Coordinates, OPUS solutions dated July 25, 2018. KY Single Zone, US Survey Feet utilizing NGS on the NAD83 State Plane Coordinate System, obtained by redundant GPS observations Coordinates for horizontal control were PROJECT COORDINATES

SIGNING TABLE

MUTCD, current edition.

Standard Drawing TTC-150-03 and

to Kentucky Department of Highways

Locations of all signs shall conform

P.O.S.T Sta. 4+59.60

MAINTENANCE OF TRAFFIC

W20-1

W20-1

JANICE ANN STAMPERSTEPHEN EDWARD STAMPER

F

TRACT B

TEMP EASEMENT

TRACT B

TRACT ATRACT A

15.00'

+70.50

54.69'

+05.89

49.26'

+72.00

15.00'

+27.00

EC

B


BRIDGE NUMBER

10/03/2018

Redmond Dr

764

768

772

776

780

784784

PVI 4

+31.

15

Ele

v 781.

82

PVI 4

+41.

17

Ele

v 781.

22

PV

C 4

+80.86

Ele

v 773.70

PVI 4

+90.86

Ele

v 771.

80

PVI 5

+10.88

Ele

v 769.03

Ele

v 769.03

Ele

v 769.03

PVI 5

+35.00

Ele

v 769.03

PV

T 5

+45.00

Ele

v 769.69 P

VI 6

+16.60

Ele

v 774.44

So = -5.96%

So = -13.83%

So = 6.63

%

So = 0.97%

779.54

774.81

770.54

769.03

770.03

771.

68

773.30

774.37

774.77

783.7

782.3

780.3

778.5

775.8

764.6

770.5

771.

6

773.2

774.3

774.8

4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75

e= NC

E= 1.58'

R= 50.00'

Lc = 24.80'

Ts= 12.66'

E =5572983.340

N =3672898.381

P.I. Sta= 6+46.63

e= NC

E= 13.81'

R= 110.00'

Lc = 104.91'

Ts= 56.83'

E =5573010.205

N =3672786.919

P.I. Sta= 5+40.72

25.00'

+50.00

TRACT A

RIGHT OF WAY

P-10

14.83'

+16.76

15.00'

+49.12

15.19'

+72.49

PROPOSED R/W

4+00

5+00

6+00

PI 4+26.75

PI 5

+37.42

PI 6

+44.74

E=5572975.602

N=3672745.751

PC 4+86.31

E=5572995.18

5

N=3672837.736

PT 5+82.95

E=5572985.545

N=3672887.089

PC 6+33.23

E=5572986.291

N=3672909.501

PT 6

+55.85

E=5572988.490

N=3672917.785

PO

E 6

+64.42

E=5572939.529

N=3672694.13

2

PC 4+23.34

E=5572943.328

N=3672699.811

PT 4+30.17

E=5572926.639

N=3672673.883

PO

B 3+99.33

27.00'

+30.00

0' 40' 80'20'

0' 40' 80'20'

DIVERSION PROFILE

0'

8'

4'

Sign

Sign

*11

+00

*12

+00

SHOWN ON SHEET S4.

CONST. ROADWAY ACCORDING TO THE TYPICAL SECTION

STA. 10+31 TO STA. 11+19 EXIST. MORRIS FORK ROAD

Fork Road *

! Exist. Morris

*10

+00 Fork Road *

! Exist. Morris

E=5572943.806

N=3672700.491

STA. 4+31.00

BEGIN DIVERSION

E=5572984.626

N=3672895.794

STA. 6+42.00

END DIVERSION

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_P

L_P

F.

DG

NFIL

E

NA

ME:

Po

wer In

Roads v8.11.9.397

TEMP EAS

EMENT 14.95'

+22.76

55.84'

+10.01

8"HDPE

(FOR IMFORMATIONAL PURPOSES ONLY)

Dece

mber 12, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

( GABION RETAINING WALL 156 CY)

BASKETS IN DISTURBED AREA OF THE SOUTH CREEK BANK

DIVERSION STA. 4+98 TO STA. 5+10 CONST GABION

EXIST R/W

Morris Fork Road

21.28'

+24.57

( 2 re

quir

ed)

TY

PE III B

AR

RIC

AD

E

DET

OU

R

to avoid any impacts.

possible and take precautions

line where potential impacts are

location and depth of the water

The contractor shall verify the

on the plans is approximate.

The water line location depicted

NOTE:

24" Sycamore

C.P. 101 EXIST R/W

14.88'

+97.93

14.91'

+29.86

SIDEROAD

TY

PE III B

AR

RIC

AD

E

( 2 re

quir

ed)

7+18.23

10.71 RT 4.48' RT

W24-1

W24-1

NORMAL SECTION

8.0%

2'-0"

DitchShld

3'-0"

Shld

8.0%

Varies

Detail "A"

5‚" Depth (2‚"+3") Cl. 2 Asphalt Base 0.75D PG 64-22

1•" Depth Cl. 2 Asphalt Surface 0.38D PG64-22

6" Depth DGA Base

Full Depth DGA Base Traffic Lane Pavement

Shoulders

See Detail "A"

YES

SEWER

SYSTEM

TYPEACRESSQ. FT.

EASEMENTS

PERMANENT TEMPORARY

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

ACRES ACRESSQ. FT. SQ. FT.

PORTION REMAINING

SQ. FT.SQ. FT.

SOURCE OF TITLE

C R F SNO

BY PROJECT

AFFECTED

SEWER SYSTEM

NUMBER

BUILDINGS ACQUIRED

OWNER(S)NO.

PARCEL

RIGHT OF WAY SUMMARY

5

5

X

X

DB 167 PG 152

DB 236 PG 326 AREA FROM DEED

AREA FROM PVA1.478

274.993

1

Earth Shld.

FABRIC-GEOTEXTILE TYPE III

DGA Base needed for shoulders outside

of paved area will be measured and paid

as GRANULAR EMBANKMENT in

Bridge Overlay Approach Pavement

accordance with the

P/G

2:12:

1

6" TRAFFIC BOUND BASE

6" TRAFFIC BOUND BASE

4.0% 4.0%

DIVERSION TYPICAL SECTION

@ LOW WATER CROSSING

SIZE NO 2 (IN SOFT AREAS AS NEEDED)

12 IN CRUSHED AGGREGATE

7' 0"8'-0"


"DIVERSION (BY-PASS DETOURS)"

36 IN PIPE included in Bid Item

1

REMARKS *

P/G

2:1

1:1

2:1

1:1

CHANNEL WIDTH

HEIG

HT

4' 6"

MA

X

(TYP)

1' 0"

(SOFT AREAS AS NEEDED)

12" CRUSHED AGGREGATE SIZE NO 2

@ LOW WATER CROSSING

4.0% 4.0%

DIVERSION TYPICAL SECTION

(AS NEEDED)

12 IN CRUSHED AGGREGATE SIZE NO 2

SECTION ALONG CENTERLINE OF DIVERSION

P-11

P-10

1.480

275

2703

2870JANICE ANN STAMPERSTEPHEN EDWARD STAMPER

GLADYS STAMPERENOCH STAMPER

7' 0"

CLASS II CHANNEL LINING


84

298

INCIDENTAL TO THE LUMP SUM BID ITEM FOR "DIVERSION (BY-PASS DETOURS)".

UNCONSOLIDATED MATERIALS MUST BE OUTSIDE THE FLOODPLAIN AND SHALL BE

OR OTHER STABLE ROAD CONSTRUCTION MATERIALS. ALL DISPOSAL OF EXCESS,

ROADWAYS MAY BE EXCAVATED AND REPLACED WITH RIPRAP, CRUSHED STONE,

FLOODPLAIN, UNSTABLE AND UNCONSOLIDATED MATERIALS UNSUITABLE FOR

CONSTRUCTION OF THE APPROACHES AND ACCESS ROADWAY ACROSS THE

AND BACKFILL MUST BE CONTAINED WITHIN THE STREAM CHANNEL. DURING

SHALL BE LAID FLUSH WITH THE BOTTOM OF THE STREAM CHANNEL. ALL PIPES

OF CLASS II CHANNEL LINING. NO SOIL SHALL BE ALLOWED IN THE FILL. ALL PIPES

BANKS. FILL MATERIAL USED TO COVER THE PIPES SHALL BE COMPOSED ENTIRELY

36 INCH DIAMETER PIPES AS POSSIBLE SHALL BE PLACED WITHIN THE STREAM

THE CHANNEL BOTTOM TO THE TOP OF THE PROPOSED CROSSING. AS MANY

CROSSING SHALL BE A MAXIMUM FILL HEIGHT OF 4 1/2 FEET MEASURED FROM

IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THE STREAM CHANNEL

THE CONTRACTOR IS REQUIRED TO CONSTRUCT AND MAINTAIN THE DIVERSION

DIVERSION (LOW WATER CROSSING):

NOTES:

TYPICAL SECTIONS

TOP OF DIVERSION

6 IN TRAFFIC BOUND BASE

7'-0" 7'-0"

3:1

8' 0" STA. 4+70 TO STA. 5+75

STA. 5+85 TO END OF THE DIVERSION

7' 0" STA. 4+31 TO STA. 4+60 AND

E-S

HE

ET

NA

ME:

Po

wer In

Roads v8.11.9.397

BRIDGE NUMBER

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

013C00050N

P.S. McINTOSH J. HODSKINS

E.S. JONES J. HODSKINS

BREATHITT

BURTON FORK

TYPICAL SECTIONS AND NOTES

S4

27832

10/03/2018

Dece

mber 12, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T - 10-10

000_

TY

P.

DG

NFIL

E

NA

ME:

CONTROL TRAFFIC"

5. ALL TEMPORARY SIGNAGE SHALL BE INCIDENTAL TO BID ITEM "MAINTAIN AND

WITH A MINIMUM LANE WIDTH OF 14 FEET UNTIL PROJECT IS COMPLETED.

4. THE CONTRACTOR SHALL MAINTAIN THE DIVERSION WITH ONE-WAY TRAFFIC

NO LONGER NEEDED.

INCIDENTALS SHALL REMAIN THE PROPERTY OF THE CONTRACTOR WHEN

3. ANY TEMPORARY TRAFFIC CONTROL ITEMS, DEVICES, MATERIALS, AND

SPECIFIED IN THESE NOTES, THE PLANS, THE MUTCD OR THE ENGINEER.

THE CONTROL AND PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC AS

DRUMS (STEEL DRUMS WILL NOT BE PERMITTED) AND CONES NECESSARY FOR

LIMITED TO, FLASHERS, BARRICADES AND VERTICAL PANELS, PLASTIC

B. ALL FLAGPERSONS AND TRAFFIC CONTROL DEVICES SUCH AS, BUT NOT

MAINTENANCE OF TRAFFIC CONTROL DEVICES AND MARKINGS.

A. ALL LABOR AND MATERIALS NECESSARY FOR CONSTRUCTION AND

THE FOLLOWING ITEMS AND OPERATIONS:

"MAINTAIN AND CONTROL TRAFFIC" SHALL ALSO INCLUDE, BUT IS NOT LIMITED TO,

UNLESS OTHERWISE PROVIDED FOR IN THESE NOTES. THE LUMP SUM BID TO

THE SPECIAL NOTE FOR TRAFFIC CONTROL ON BRIDGE REPAIR CONTACTS

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND

TO "MAINTAIN AND CONTROL TRAFFIC" AS SET FORTH IN THE CURRENT

TO MAINTAIN AND CONTROL TRAFFIC WILL BE PAID AT THE LUMP SUM BID PRICE

TRAFFIC CONTROL BID ITEMS LISTED, ALL ITEMS OF WORK NECESSARY

CROSSING DIVERSION SHOWN IN THE PLANS. EXCEPT THE ROADWAY AND

3. TRAFFIC SHALL BE MAINTAINED ON THE SINGLE LANE (14') LOW WATER

GABION BASKETS (GABION RETAINING WALL)-BID UNIT (CY)

CHANNEL LINING CLASS III-BID UNIT (TON), GEOTEXTILE FABRIC TYPE 1-BID UNIT (SY) AND

BID ITEM "DIVERSION (BY-PASS DETOURS)" EXCEPT THE FOLLOWING:

DURING CONSTRUCTION AND REMOVAL OF THE DIVERSION ARE INCIDENTAL TO THE

DRAWING RGX-050-02. ALL COST ASSOCIATED WITH RESTORATION OF AREAS DISTURBED

BE EMBEDDED ON THE RESTORED SOUTH CREEK BANK IN ACCORDANCE TO STANDARD

TYPE I, SHALL BE PLACED ON THE RESTORED NORTH CREEK BANK. GABION BASKETS SHALL

CONTOURS. TWO FEET OF CLASS III CHANNEL LINING, UNDERLAIN WITH GEOTEXTILE FABRIC

INCLUDING THE BANKS OF BURTON FORK, SHALL BE RETURNED TO THE ORIGINAL GROUND

SHALL BE REMOVED. ALL AREAS WITHIN THE FOOTPRINT OF THE TEMPORARY ROADWAY,

TO ITS PRECONSTRUCTION CONDITION, ALL DEBRIS, ROCK, SOIL AND FILL MATERIAL

REMOVAL THEREOF, WHEN IT IS NO LONGER NEEDED. THE STREAM SHALL BE RESTORED

DRAINAGE FOR THE TEMPORARY ROADWAY, PIPES, CLASS II CHANNEL LINING AND

2. BID ITEM "DIVERSION (BY-PASS DETOURS) SHALL INCLUDE ALL GRADING AND NECESSARY

FOR ROAD AND BRIDGE CONSTRUCTION AND THE STANDARD DRAWINGS.

ON UNIFORM TRAFFIC CONTROL DEVICES, THE STANDARD SPECIFICATIONS

1. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MANUAL

MAINTENANCE OF TRAFFIC:

Guardrail if Required

DGA Base Full Depth

LC

Profile Grade

2'-0"2'-0"

DGA Base

Asphalt Base

Asphalt Surface

2:1

5‚" Depth (2‚"+3") Cl. 2 Asphalt Base 0.75D PG 64-22

6" Depth

1•" Depth Cl. 2 Asphalt Surface 0.38D PG64-22

18'-0"

Varies Varies

PLAN

ELEVATION

BU

RT

ON F

OR

K

BURTON FORK

S5

C:\

PW

_W

OR

KIN

G\

D012

5644\

S002_P

LA

N.

DG

NFIL

E

NA

ME:

BREATHITT

PLAN & ELEVATION

013C00050N

Abutment 1

Existing

Abutment 2

Existing

Proposed Beam

KY 28

See Std. Dwg. RGX-050-02

Gabion Basket (Typ.)

C Morris Fork RoadL

(Typ.)

See Std. Dwg. BDP-005-05

New Guardrail Std. Type II

Existing Profile

Abutment 2

C Existing LAbutment 1

C Existing L

28'-2" 8ƒ"10‚"

15'-

0"

Out to

Out

See Std. Dwg. BDP-005-05

Proposed Railing System Type II

Exp.Fix.

Existing Profile

15'-0"Bridge Overlay Approach Pavement)

bridge to match existing with

Proposed Profile (Transition from

Type 7 (Typ. 3 Corners)

50'-0" End Treatment

Single Face-A (Typ. 4 Corners)

25'-0" Steel "W" Beam Guardrail

Type 1

Terminal Section,

Guardrail

50'-0" Steel "W" Beam

Around Driveway

Wrap Guardrail

Single Face-A

25'-0" Steel "W" Beam Guardrail

Bridge Overlay Approach Pavement)

bridge to match existing with

Proposed Profile (Transition from Dece

mber 8, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

NOTES:

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

the project.

Drawings RBR-055. Cost shall be incidental to

1. Install guardrail delineators per Standard

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

Waterproofing Membrane

7'-6"7'-6"

5 - B21x36 Beams

15'-0" Out to Out

LC Bridge & Crown Line

BDP-005-05

II (Typ.) See Std. Dwg.

Railing System Type

PG64-22, 1•" Thickness

CL2 Asphalt Surface 0.38D

PG64-22, 1•" Thickness*

Leveling & Wedging

wedging lift. Lift thickness at edge is to be 1•".

* The 2% crown is to be built into the leveling and

Drip Strip (Typ.)

14'-3" Out to Out

6 - Existing Steel Beams

Asphalt Surface

Decking

Corrugated Steel

Curb (Typ.)

Timber

6'-7•"6'-7•"6" 6"

TYPICAL SECTION

S6

BREATHITT

013C00050N

BURTON FORK

C:\

PW

_W

OR

KIN

G\

D012

5644\

S003_S

EC

TIO

N.

DG

NFIL

E

NA

ME:

PROPOSED TYPICAL SECTION

1'-11"

7"

2% 2%

EXISTING TYPICAL SECTION

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

PLAN

ELEVATION

ABUTMENT 1

BURTON FORK

BREATHITT

013C00050N

S7

C:\

PW

_W

OR

KIN

G\

D012

5644\

S004_

AB

UT

ME

NT

S.

DG

NFIL

E

NA

ME:

Footing

Existing

•" Cork•" Cork

Existing Footing

2'-

0"

9'-0

"

3'-9

"

5"

9"

1'-6"

9"

5"

3'-0

"

3'-7"

1'-6"

2'-

0"

8'-2•"9'-0ƒ"

1'-6"

8'-11ƒ"8'-3•"

L

2'-1"

1

2

2

3

1

2

3

Groundline

Approx.

WINGWALL EXTENSION NOTES:

28° LC BridgeC Brg. Abut, 1

3'-2"

9"

9"

RGX-050-02

Standard Drawing

Gabion Baskets, See

RGX-050-02

Standard Drawing

Gabion Baskets, See

NOTES:

(Typ.)

•" Cork

length of seat

•" Cork full

Approx. Groundline

to work being performed.

abutments shall be cleared of all dirt and debris. Cost is incidental

Prior to placing new beams and wingwall extensions, existing 1.

#

GABION BASKET NOTES:

Wingwall Extension (Typ.)

concrete faces. Cost of bending incidental to Steel Reinforcement.

Contrary to Specification, field bend to maintain 2" Cl. from all

epoxy coated rebar spaced at 12" max on each face of extension.

Reinforce extension in the horizontal and vertical direction with #5 4.

Reinforcement

dowels at 12" max. Cost of drilling and grouting, incidental to Steel

doweled 6" min. into existing concrete with non-shrink grout. Space

Connect extensions to existing wall with #5 epoxy coated rebar, 3.

wingwall extensions shall be incidental to Class A Concrete.

Beams And tightening Tension Rods. Any excavation required for

of existing substructure and construct extension after placing Box

Limits shown are approximate, Contractor to field verify dimensions 2.

Use Class A Concrete.1.

1

1

existing footing to install gabion baskets.

abutment footing. Do not excavate below bottom of

Place bottom of gabion baskets level with bottom of 4.

for gabion basket installation.

the back face of the abutment during excavation

No construction loads shall be placed within 15' from 3.

Denotes number of baskets in a column.2.

incidental to Retaining Wall-Gabion.

measured for payment and will be considered

Dwg. RGX-050-02, structure excavation will not be

Install per Std. Dwg. RGX-050-02. Contrary to Std. 1.

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

PLAN

ELEVATION

ABUTMENT 2

BURTON FORK

BREATHITT

013C00050N

S8

C:\

PW

_W

OR

KIN

G\

D012

5644\

S005_

AB

UT

ME

NT2.

DG

NFIL

E

NA

ME:

•" Cork

Footing

Existing Approx. Groundline

•" Cork

9'-0

"

1'-6"

9"

2'-

0"

2'-

0"

9'-2‚"

2'-4"

1'-6"

3

2

C Brg. Abut, 2L

T. Baker

D. Baker T. Baker

J. Pieterse

8'-11"8'-2•"

28°LC Bridge

9"

8'-2" 1'-0"

2'-9"

7'-5"

length of seat

•" Cork full

RGX-050-02

Standard Drawing

Gabion Baskets, See

NOTES:

RGX-050-02

Standard Drawing

Gabion Baskets, See

(Typ.)

•" Cork

6'-6"

9"

1'-3"

7•

"7•

"

WINGWALL EXTENSION NOTES:

incidental to work being performed.

abutments shall be cleared of all dirt and debris. Cost is

Prior to placing new beams and wingwall extensions, existing 1.

concrete faces. Cost of bending incidental to Steel Reinforcement.

Contrary to Specification, field bend to maintain 2" Cl. from all

epoxy coated rebar spaced at 12" max on each face of extension.

Reinforce extension in the horizontal and vertical direction with #5 4.

Reinforcement

dowels at 12" max. Cost of drilling and grouting, incidental to Steel

doweled 6" min. into existing concrete with non-shrink grout. Space

Connect extensions to existing wall with #5 epoxy coated rebar, 3.

wingwall extensions shall be incidental to Class A Concrete.

Beams And tightening Tension Rods. Any excavation required for

of existing substructure and construct extension after placing Box

Limits shown are approximate, Contractor to field verify dimensions 2.

Use Class A Concrete.1.

Wingwall Extension (Typ.)

#

GABION BASKET NOTES:

existing footing to install gabion baskets.

abutment footing. Do not excavate below bottom of

Place bottom of gabion baskets level with bottom of 4.

for gabion basket installation.

the back face of the abutment during excavation

No construction loads shall be placed within 15' from 3.

Denotes number of baskets in a column.2.

incidental to Retaining Wall-Gabion.

measured for payment and will be considered

Dwg. RGX-050-02, structure excavation will not be

Install per Std. Dwg. RGX-050-02. Contrary to Std. 1.

2

1

1

1

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

FRAMING PLAN

ABUTMENT #1 ABUTMENT #2

Void Drain (Typ.)

C Beam C Beam

1'-3"

7•"

7•"

C Brg. Abut 2

C Brg. Abut 1L

L10‚"

7"

7"

7"

7"

9"

9"

1'-6"

5 -

B21x

36

C Beam 1

C Beam 2

C Beam 4

C Beam 5

C Brg. Abut 1

C Brg. Abut 2L

L

Existing Abutment Existing Abutment

Rods (Typ.)

C Laterial Tensioning

Void Drain (Typ.)

S9

C:\

PW

_W

OR

KIN

G\

D012

5644\

S00

X_F

RA

MIN

GP

LA

N.

DG

NFIL

E

NA

ME:

BREATHITT

BURTON FORK

FRAMING PLAN

013C00050N

BBP-003-02 (Typ.)

See Std. Dwg.

Std. Type B1

Elastomeric Brg. Pad

28'-2" Span 8ƒ"10‚"

29'-9" (Out to Out of Bridge)

8ƒ"

See Std. Dwg. BBP-003-02 (Typ.)

Elastomeric Brg. Pad Std. Type B1

beams (Typ.)

of Dowels incidental to

1" Dia. Dowel Location, Cost

beams (Typ.)

of Dowels incidental to

1" Dia. Dowel Location, Cost

C Beam 3 & C Bridge

Min.

1'-0" Proposed Beam

Elastomeric Brg. Pad or Cork

1" Dia. Dowel

C Brg. & DowelL

TYPICAL SECTION AT ABUTMENT

End Bridge

1•" +/-

Existing Abutment

incidental to Precast Box Beams

approved bituminous material,

flush with surface, paint with

After cutting prestress strands

to the tape. (See General Notes)

to allow for movement without damage

end. The tape shall be looped as shown

joint between the abutment and beam

12" Wide Mastic Tape to waterproof the

joint sealer at expansion end

grout at fixed end and hot-pour crack and

1•"x3" holes cast in all beams. Fill holes with

3"

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

jo

hn.corle

yU

SE

R:

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

NOTES

(Only 1 Beam shown for clarity) (Only 1 Beam shown for clarity)

see Std. Dwg. BDP-003-03.

For additional Box Beam details, 1.

see Std. Dwg. BDP-004-03.

For Box Beam Tension Rod details, 2.

see Std. Dwg. BBP-003-02.

For Elastomeric Bearings, 3.

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

GENERAL NOTES

FY = 60,000psi F'S = 270,000 psi

MATERIAL DESIGN SPECIFICATIONS: For prestressed beams:

with these plans and the specifications.

CONCRETE: Ensure prestressed girder concrete is in accordance

Req'd.

No.

A Weight (Lbs.)Approximate

Total

No.

(psi)StrengthsConcrete

(Lbs.)Capacity

DownHold-

CamberAllowableMaximum

C

Req'dBarsS1(e)

No. of

f'ci f'c Final

sequential numbering of the strand pattern on the shop plans.

to shrinkage and elastic change. Show a detensioning plan by

allowance of 0.0005L is made for shortening of beams due

the beam or resistance to deterioration has been affected An

accepted that is honeycombed to the extent the strength of

strand to develop a stress of 202,500 psi. No beam will be

28 days. Apply an initial force of 33,817 lbs. per low- relaxation

end anchors. Attain f'c (shown in the table) at or prior to

stresses being transferred to the concrete or releasing the

are made and cured identically with the beams without bond

attained f'cl (shown in the table) in standard test cylinders that

CONSTRUCTION METHOD: Pretension all beams. Ensure concrete has

3'-

0"

3"

"A"

"A"

ƒ" Bevel

3"

Long#5 Bars ("A"-2")

at each end of the void (Typ.)shown. There shall be 2 drainsVoid Drain to be located as

L

C BeamL

3"

Note: Stirrup Spa. Measured along C Beam

8 Spa @ 3"

6-Sets of 2-#5S3(E)

8 Spa @ 3"

= 2'-0" = 2'-0"

BEAM ELEVATION

BEAM PLAN

6-Sets of 2-#5S3(E)

This End

Mark

S2(E) (Typ.)

S1(E) or S3(E) (Typ.)

S1(E) (Typ.)

1

5

Midspan End(SECTION A-A)(SECTION B-B)

12

Strand Data with NumberIndicated in Rows

12 5500 7000 68 N/A 0.364" 0.755" N/A

Req'dBarsS2(e)

No. of

At Release

Each Beam EndDebonded Strands

Length of Number and

6" 6"

50-#4S1(E) and 54-S2(E)

* Dimensions

Beam Dimensions

(Measured along L )

A B

A B

68

(Typ.)

1'-6"

(Typ.)

12"

for Lifting Devices (Typ.)

2" dia. x 1" Blockout

013C00050N

BREATHITT

BURTON FORK

BEAM DETAILS

C:\

PW

_W

OR

KIN

G\

D012

5644\

S00

X_

BE

AM

DE

TAILS.

DG

NFIL

E

NA

ME:

is responsible for billing and the work.

strand type or arrangement. The designer of the original plan

plan modifications will be made for any request of alternate

Billing for the cost of redesign of the beam and subsequent

relieved, low-relaxation conforming to AASHTO M 203, Grade 270.

diameter, 0.167 sq. in.), uncoated seven strand- wire stress

PRESTRESSED REINFORCEMENT: Ensure that strands are •" (oversized

bearing pads in the bid for precast beams.

BEARING DEVICES: Include the price for lead plates and/or

are to be distributed equally to each device.

LIFTING DEVICES: Detail lifting devices on the shop plans. Loads

S10

Long#5 Bars ("A"-2")

C

C

Req'dBarsS3(e)

No. of

24

9 Ea. #4-S1(E) & #4-S2(E)

29'-9"

49 Spa @ 6" Max. = 24'-3"

END OF BEAM PLAN

beam.

Include the cost of furnishing and placing grout in the price of

tightened and before leveling devices have been removed.

grouting will be completed after lateral tension rods have been fully

of the Specifications. When side by side superstructure is utilized,

tensioning rod block-outs conforming with Section 601.03.03

GROUT: Provide non-shrink grout for anchor dowels, shear keys and

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

Kim

berly.

Meic

htry

US

ER:

17500

1

12

and elastic shortening is not included in the table dimensions.

the effects of slope where applicable. Allowance for shrinkage

* Beam dimensions listed in the table have been adjusted for

parallel to skew.

These stirrups

1" Dia. Void Drain (Typ.)

Std. Dwgs. BDP-003-03 & BDP-004-03.

NOTE: For additional Box Beam details, see

shown. See Standard Drawing BDP-004-03 for details.

Note: Lateral tensioning rods and void lengths not

6" (T

yp.)

6" (T

yp.)

9 Ea. #4-S1(E) & #4-S2(E)

S1(E) thru S3(E) (Typ.)

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

BRIDGE NUMBER

S. JETLEY

D. BAKER

J. PIETERSE

J. PIETERSE

27832

11/30/2018

Po

wer In

Roads v8.11.9.832

5 - B21x36 Beams

3"3"

1'-9"

6-#5 Spa @ 6"=2'-6"

#4 Stirrup @ 3"

(Typ.)7"7"

2"

2"

1 ‚

"

•" Dia. Strand (Typ.)

#5 bar

SECTION A-A

SECTION B-B

2'-8"

6"

2'-8"

1'-6"

3"

6"

1'-2"

1'-6"

3"

6"

S1(E) BAR S2(E) BAR

S3(E) BAR

#4S02(E)

2"

3'-0"

2-#5 Stirrups @ 3"

3"

2"

6-#5 Spa @ 6"=2'-6"

#4S02(E)

3"

1'-9"

2"

#5 bar

7"7"

3'-0"

2"

#4 Stirrup @ 3"

1 ‚

"


(Typ.)

3"

3"

3"

3"

BREATHITT

BURTON FORK

BEAM DETAILS

013C00050N

C:\

PW

_W

OR

KIN

G\

D012

5644\

S00

X_

BE

AM

DE

TAILS2.

DG

NFIL

E

NA

ME:

S11SECTION C-C

3"

2"

6-#5 Spa @ 6"=2'-6"

#4S02(E)

3"

1'-9"

2"

#5 bar

7"7"

3'-0"

2"

#4 Stirrup @ 6"

1 ‚

"


(Typ.)

3"

3"

SHEAR KEY DETAIL

Non-Shrink Grout

Full Length of BeamBacker Rod

1

1

1

Dece

mber 2, 2018

DA

TE P

LO

TT

ED:

Kim

berly.

Meic

htry

US

ER:

765

770

775

780

785

790

795

800

805

810

0 25 50 75-25-50-75

4+30

765

770

775

780

785

790

785

790

795

800

805

0 25 50 75-25-50-75

4+40

765

770

775

780

785

790

795

800

805

Entrance Right Sta. 4+40.00

781.04

78

1.9

781.1

El.

780.80

El.

780.80

STA. 4+31.00

BEGIN DIVERSION

10'-0"

EP

EP

EP

EP

0

DIVERSION

E-S

HE

ET

NA

ME:

X0010

0X

SPo

wer In

Roads v8.11.9.397

COUNTY OF ITEM NO. SHEET NO.

BREATHITT 10-10000 X1

SCALE: 1" =

1" =

STA.4+30 TO STA.4+40

5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

765

770

775

780

785

790

795

800

0 25 50 75-25-50-75

4+50

765

770

775

780

785

790

775

780

785

790

0 25 50 75-25-50-75

4+60

765

770

775

780

785

790

795765

770

775

780

785

790

795

0 25 50 75-25-50-75

4+70

770

775

780

785

790

795



LT STA. 4+60 BEGIN PAVEMENT TAPER

AS NEEDED.

DURING CONSTRUCTION OF DIVERSION

USE TBB FOR TEMPORARY TRAFFIC

TEMP 1:1 SLOPE

TEMP 1:1 SLOPE

TEMP 1:1 SLOPE

77

9.5

4777.65

77

5.7

5

779.5

78

0.3

77

8.9

El.

779.30

El.

777.41

El.

775.47

El.

779.30

El.

777.41

El.

775.51

EP

EP

EP

EP

EP

EP

10' LANE

7'-0"7'-0"

12'-0"

10'-0" LANE

7'-0"8'-0"

12'-0" MIN

12' MIN

10' LANE

TO IT. THEN CONSTRUCT LT SIDE OF DIVERSION.

DIVERSION IN AREAS SHOWN. ROUTE TRAFFIC ON

STA. 4+50 TO STA. 4+90 CONSTRUCT RT SIDE OF

0

DIVERSION

E-S

HE

ET

NA

ME:

X00200

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

765

770

775

780

785

790

0 25 50 75-25-50-75

4+80

765

770

775

780

785

790

765

770

775

780

785

790

0 25 50 75-25-50-75

4+90

765

770

775

780

785

790

765

770

775

780

785

0 25 50 75-25-50-75

5+00

765

770

775

780

785

TEMP 1:1 SLOPE

77

3.8

6772.07

77

0.5

4

77

8.3

777.8

77

5.3

El.

773.58

El.

771.

79

El.

770.26

El.

773.62

El.

771.

83

El.

770.30

EP

EP

EP

EP

EP

EP

7'-0"8'-0"

12' MIN

13'-0"

7'-0"8'-0"

0

DIVERSION

E-S

HE

ET

NA

ME:

X00300

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

760

765

770

775

780

785

0 25 50 75-25-50-75

5+10

760

765

770

775

780

785

760

765

770

775

780

0 25 50 75-25-50-75

5+20

760

765

770

775

780

760

765

770

775

0 25 50 75-25-50-75

5+30

760

765

770

775

STA. 5+10 BEGIN LOW WATER CROSSING

76

9.4

4769.03

76

9.0

7

76

5.8

764.5

76

5.0

El.

769.16

El.

768.75

El.

768.79

El.

769.20

El.

768.79

El.

768.83

EPEP

SHEET S4

ROCK FILL ONLY SEE DETAILS

0

DIVERSION

E-S

HE

ET

NA

ME:

X00400

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

760

765

770

775

0 25 50 75-25-50-75

5+40

760

765

770

775

760

765

770

775

0 25 50 75-25-50-75

5+50

760

765

770

775

760

765

770

775

780

0 25 50 75-25-50-75

5+60

760

765

770

775

780

BA

RN

BA

RN

STA. 5+40 END LOW WATER CROSSING

76

9.4

0770.03

77

0.6

9

77

0.5

771.1

77

1.4

El.

769.12

El.

769.75

El.

770.41

El.

769.16

El.

769.79

El.

770.45

5'-8"

7'-0"8'-0"

9'-1"

EP

0

DIVERSION

E-S

HE

ET

NA

ME:

X00500

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

760

765

770

775

780

0 25 50 75-25-50-75

5+70

760

765

770

775

780

760

765

770

775

780

0 25 50 75-25-50-75

5+80

760

765

770

775

780

760

765

770

775

0 25 50 75-25-50-75

5+90

760

765

770

775

BA

RN

BA

RN

77

1.3

5772.02

77

2.6

8

77

1.9

772.3

77

2.6

El.

771.

07

El.

771.

76

El.

772.44

El.

771.

11El.

771.

78

El.

772.44

13'-10"7'-0"8'-0"

LT. STA. 5+75 END PAVEMENT WIDENING

19'-11"7'-0"7'-6"

7'-0"7'-0"

EP

EP

EP

EP

EP

EP

0

DIVERSION

E-S

HE

ET

NA

ME:

X00600

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

760

765

770

775

0 25 50 75-25-50-75

6+00

760

765

770

775

760

765

770

775

0 25 50 75-25-50-75

6+10

760

765

770

775

760

765

770

775

0 25 50 75-25-50-75

6+20

760

765

770

775

77

3.3

0773.81

77

4.3

9

77

3.3

773.7

77

4.3

El.

773.06

El.

773.57

El.

773.06

El.

773.57

El.

773.97

16'-0"

EP

EP

EP

EP

EP

EP

9'-7"

0

DIVERSION

E-S

HE

ET

NA

ME:

X00700

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

STA. 6+42.00

END DIVERSION

760

765

770

775

780

0 25 50 75-25-50-75

6+30

760

765

770

775

780

760

765

770

775

780

0 25 50 75-25-50-75

6+40

760

765

770

775

780

760

765

770

775

780

0 25 50 75-25-50-75

6+50

760

765

770

775

780

77

4.7

774.7

77

4.8

El.

774.26

EP

EP

EP

EP

EP

EP

1'-8"

5'-6"

0

DIVERSION

E-S

HE

ET

NA

ME:

X00800

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

765

770

775

780

0 25 50 75-25-50-75

6+60

765

770

775

780

765

770

775

780

0 25 50 75-25-50-75

6+64

765

770

775

780

77

4.9

775.0

EP

EP

EP

EP

0

DIVERSION

E-S

HE

ET

NA

ME:

X00900

XS

Po

wer In

Roads v8.11.9.397



SCALE: 1" =

1" =


5' HORIZONTAL

5' VERTICAL

G:\

KY\

BKP\

QUIC

K

WIN

S\013

C00050

N\

PL

AN

S\013

C00050

N -

BR

EA

THIT

T-10-10

000_

XS.

DG

NFIL

E

NA

ME:

No

ve

mber 27, 2018

DA

TE P

LO

TT

ED:

esjo

nes

US

ER:

REFILLBENCH

EMB.

EMB.

GRAN.COM EMB

EXC

ROCKDT LT DT RT

BED

ROAD

ROCK

PLAN & ELEVATION DEPARTMENT OF HIGHWAYS ......R K I N G \ D 0 12 5 6 4 4 \ S 0 0 1-T I T L E. D G N...

Documents

Transcript of PLAN & ELEVATION DEPARTMENT OF HIGHWAYS ......R K I N G \ D 0 12 5 6 4 4 \ S 0 0 1-T I T L E. D G N...