November 17, 2010

CALL NO. 104

CONTRACT ID NO. 101342

ADDENDUM # 3

Subject: Hardin County, STP 0311 (025)

Letting November 19, 2010

(1)Revised – Plan Sheets – R2A, R2E, & R2F

Proposal revisions are available at http://transportation.ky.gov/contract/.

Plan revisions are available at http://www.lynnimaging.com/kytransportation/.

If you have any questions, please contact us at 502-564-3500.

Sincerely,

Ryan Griffith

Director

Division of Construction Procurement

RG:ks

Enclosures

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

1.25" DEPTH CLASS 3 ASPHALT SURFACE 0.38A PG 64-221.25" SURFACE

1.25" DEPTH CLASS 2 ASPHALT SURFACE 0.38D PG 64-221.25" SURFACE

9.25" BASE

9.25" BASE

BYPASS OVERLAY PAVEMENT ASPHALT DESIGN

BYPASS SHOULDER ASPHALT DESIGN

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving LaneDriving LaneDriving LaneDriving Lane

�":1’ �":1’ �":1’ �":1’ � ":1’ � ":1’ � ":1’ �":1’1":1’ 1":1’

10.5" Min. Overlay

DETAIL "A"

4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

10.5" Min. Overlay

10.5" Min. Overlay

DETAIL "A"

DETAIL "E" 4:1

12

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

ASPHALT ALTERNATE (OVERLAY)TYPICAL SECTIONS R2A

4:1 (MIN

)

4:1 (MIN

)

1

2

DITCH AND SHOULDER TO DRAIN

EROSION CONTROL BLANKET

EARTH

EARTH

TYPICAL SECTION

US31W BYPASS

ELIZABETHTOWN TO RADCLIFF CONNECTOR

TRANSITION DETAILBYPASS

TRANSITION DETAILBYPASS

STA. 172+00 STA. 176+00

EX. 9" PCC

EX. 4" DGA

OVERLAY10.5" AC

STA. 109+20STA. 105+20

11.5" AC

PROPOSED

STAB.RDBD

16" CEMENT

PROPOSED

OVERLAY

INLAY

3.25" BASE

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

OVERLAY10.5" AC

OVERLAY

3.0" BASE3.25" BASE

SURFACE

1.25"ASPHALT

EXISTING

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB TYPE 1 MOD

ISLAND HEADER

TYPE 1 (MOD) DETAIL

ISLAND HEADER CURB

* ASPHALT PAVEMENT THICKNESS 10.5"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

* ASPHALT PAVEMENT THICKNESS 10.5"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

3.0" BASE3.0" BASE

1.25"

3.0"

1.25"

3.0" BASE

3.0" BASE

3.25" BASE

ASPHALT PAVEMENT DESIGNBYPASS OVERLAY

DETAIL "A"

3.0" BASE

ROADWAYEXIST

SHOULDEREXIST

3.0"

3.0" BASE

3.25" BASE

57’S

TY IV

FABRIC

ACCORDANCE WITH SECTION 704 & 214.

* CONSTRUCT PAVEMENT EDGE DRAINS IN

12.0"

TRENCH TO BE LINED WITH FABRIC IV.

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

PIPE

UNDERDRAIN

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT PAVEMENTEXISTING

EDGE KEY DETAIL

8% max.

12" ROCK & GEOTEXTILE TY IV FABRIC

4" CSB

1" BONDBREAKER

PROPOSED

SURFACE

1.25" MIN. ASPHALT

(3.0"+3.25")

6.25" DEPTH CLASS 3 ASPHALT BASE 1.00D PG 64-22

3.0" DEPTH CLASS 3 ASPHALT BASE 0.75D PG 64-22

(3.0"+3.25")

6.25" DEPTH CLASS 2 ASPHALT BASE 1.00D PG 64-22

3.0" DEPTH CLASS 2 ASPHALT BASE 0.75D PG 64-22

1.25"

3.0" BASE

3.0" BASE

3.25" BASE

ASPHALT PAVEMENT DESIGNBYPASS OVERLAY

DETAIL "E"

ROADWAYEXIST

57’S

TY IV

FABRIC

12.0"

PIPE

UNDERDRAIN

ROADWAYEXIST

CSB

STABILIZATION WITH APPROVAL OF THE ENGINEER.

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

SHEET R2S.

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

STANDARD HEADER

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

TO EDGE DRAIN CONSTRUCTION.

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

INCIDENTAL TO THE CONTRACT.

* REMOVAL OF EXISTING UNDERDRAINS IS

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

1.25" DEPTH CLASS 3 ASPHALT SURFACE 0.38A PG 64-221.25" SURFACE

1.25" DEPTH CLASS 2 ASPHALT SURFACE 0.38D PG 64-221.25" SURFACE

9.25" BASE

9.25" BASE

BYPASS OVERLAY PAVEMENT ASPHALT DESIGN

BYPASS SHOULDER ASPHALT DESIGN

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

LeftGrade Point

RightGrade Point

Driving LaneDriving LaneDriving LaneDriving Lane

1/2 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 1/2 ":1’1":1’ 1":1’

10.5" Min. Overlay

DETAIL "A"

4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

LeftGrade Point Right

Grade Point

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

10.5" Min. Overlay

10.5" Min. Overlay

DETAIL "A"

DETAIL "E" 4:1

12

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

TYPICAL SECTIONSASPHALT ALTERNATE (OVERLAY)

R2A

HA

LF

SIZ

E

11

/16

/20

10

R002A

0T

S.d

gn

HA

LF

SIZ

E

4:1 (MIN)

4:1 (MIN)

1

2

DITCH AND SHOULDER TO DRAIN

EROSION CONTROL BLANKET

EARTH

EARTH

ELIZABETHTOWN TO RADCLIFF CONNECTOR

US31W BYPASS

TYPICAL SECTION

BYPASS TRANSITION DETAIL

BYPASS TRANSITION DETAIL

STA. 172+00 STA. 176+00

EX. 9" PCC

EX. 4" DGA

10.5" ACOVERLAY

STA. 109+20STA. 105+20

PROPOSED

11.5" AC

PROPOSED

16" CEMENT

STAB.RDBD

OVERLAY

INLAY

3.25" BASE

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

10.5" ACOVERLAY

OVERLAY

3.0" BASE3.25" BASE

1.25"ASPHALT

SURFACE

EXISTING

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

ISLAND HEADER

CURB TYPE 1 MOD

ISLAND HEADER CURB

TYPE 1 (MOD) DETAIL

* ASPHALT PAVEMENT THICKNESS 10.5"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

* ASPHALT PAVEMENT THICKNESS 10.5"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

3.0" BASE3.0" BASE

1.25"

3.0

"

1.25"

3.0" BASE

3.0" BASE

3.25" BASE

DETAIL "A" BYPASS OVERLAY

ASPHALT PAVEMENT DESIGN

3.0" BASE

EXISTROADWAY

EXISTSHOULDER

3.0

"

3.0" BASE

3.25" BASE

57’S

FABRIC

TY IV

* CONSTRUCT PAVEMENT EDGE DRAINS IN

ACCORDANCE WITH SECTION 704 & 214.

12.0"

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

TRENCH TO BE LINED WITH FABRIC IV.

UNDERDRAIN

PIPE

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT

EXISTINGPAVEMENT

EDGE KEY DETAIL

8% max.

12" ROCK & GEOTEXTILE TY IV FABRIC

4" CSB

PROPOSED

1" BONDBREAKER

1.25" MIN. ASPHALT

SURFACE

3.0" DEPTH CLASS 3 ASPHALT BASE 0.75D PG 64-22

6.25" DEPTH CLASS 3 ASPHALT BASE 1.00D PG 64-22

(3.0"+3.25")

3.0" DEPTH CLASS 2 ASPHALT BASE 0.75D PG 64-22

6.25" DEPTH CLASS 2 ASPHALT BASE 1.00D PG 64-22

(3.0"+3.25")

1.25"

3.0" BASE

3.0" BASE

3.25" BASE

DETAIL "E" BYPASS OVERLAY

ASPHALT PAVEMENT DESIGN

EXISTROADWAY

57’S

FABRIC

TY IV12.0"

UNDERDRAIN

PIPE

EXISTROADWAY

CSB

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

SHEET R2S.

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

STABILIZATION WITH APPROVAL OF THE ENGINEER.

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

STANDARD HEADER

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

TO EDGE DRAIN CONSTRUCTION.

* REMOVAL OF EXISTING UNDERDRAINS IS

INCIDENTAL TO THE CONTRACT.

REVISED 11-15-101

1

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving LaneDriving LaneDriving LaneDriving Lane

�":1’ �":1’ �":1’ �":1’ � ":1’ � ":1’ � ":1’ �":1’1":1’ 1":1’

DETAIL "A"

9" Min. Overlay 4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

DETAIL "A"

9" Min. Overlay

9" Min. OverlayDETAIL "E" 4:1

1

2

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

CONCRETE ALTERNATE W/ASPHALT SHOULDERS (OVERLAY)TYPICAL SECTIONS

3.75" BASE

1.25"

8" JPC

1.0" BOND BR

SHOULDEREXIST

ROADWAYEXIST

WITH ASPHALT SHOULDERS

PCC PAVEMENT DESIGN

BYPASS OVERLAY

DETAIL "A"

57’S

TY IV

FABRIC ACCORDANCE WITH SECTION 704 & 214.

* CONSTRUCT PAVEMENT EDGE DRAINS IN

12.0"

TRENCH TO BE LINED WITH FABRIC IV.

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

4" BASE

R2E

4:1 (MIN

)

4:1 (MIN

)

1

2 EROSION CONTROL BLANKET

DITCH AND SHOULDER TO DRAIN

EARTH

EARTH

UNDERDRAIN PIPE

TYPICAL SECTION

US31W BYPASS

ELIZABETHTOWN TO RADCLIFF CONNECTOR

EX. 9" PCC

EX. 4" DGA

TRANSITION DETAILBYPASS STA. 109+20STA. 105+20

1" BONDBREAKER

PROPOSED10" JPC

PROPOSEDOVERLAY8" JPC

STABILIZED ROADBED

PROPOSED 8" CEMENT

1" BONDBREAKER

PROPOSED

CSB WEDGE

PROPOSED 4" CSB

PROPOSED 10" JPC

INLAY

OVERLAY

TRANSITION DETAILBYPASS

STA. 172+00 STA. 176+00

12.0"

8.0"

OVERLAY

EXISTING

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

1" BONDBREAKER

PROPOSED OVERLAY

8" JPC

3.0" BASE2.5" BASE

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

8% max.

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB TYPE 1 MOD

ISLAND HEADER

TYPE 1 (MOD) DETAIL

ISLAND HEADER CURB

* ASPHALT PAVEMENT THICKNESS 8"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

* ASPHALT PAVEMENT THICKNESS 8"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT PAVEMENTEXISTING

EDGE KEY DETAIL

12" ROCK & GEOTEXTILE TY IV FABRIC

8" JPC

1.0" BOND BR

ROADWAYEXIST

WITH ASPHALT SHOULDERS

PCC PAVEMENT DESIGN

BYPASS OVERLAY

DETAIL "E"

57’S

TY IV

FABRIC

12.0"UNDERDRAIN PIPE

SURFACE

1.25" MIN. ASPHALT

STABILIZATION WITH APPROVAL OF THE ENGINEER.

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

SHEET R2S.

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

1.0" BASE

8.0" DEPTH JPC PAVEMENT

1.25" DEPTH CLASS 2 ASPHALT SURFACE 0.38D PG 64-221.25" SURFACE

8.0" SURFACE

BYPASS SHOULDER ASPHALT DESIGN

BYPASS OVERLAY PAVEMENT PCC DESIGN

1.0" DEPTH DRAINAGE LAYER/BONDBREAKER MIX PG64-22

7.75" BASE4.0" DEPTH CLASS 2 ASPHALT BASE 1.00D PG 64-22

3.75" DEPTH CLASS 2 ASPHALT BASE 0.75D PG 64-22

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

STANDARD HEADER

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

TO EDGE DRAIN CONSTRUCTION.

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

INCIDENTAL TO THE CONTRACT.

* REMOVAL OF EXISTING UNDERDRAINS IS

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

LeftGrade Point

RightGrade Point

Driving LaneDriving LaneDriving LaneDriving Lane

1/2 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 1/2 ":1’1":1’ 1":1’

DETAIL "A"

9" Min. Overlay 4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

LeftGrade Point Right

Grade Point

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

DETAIL "A"

9" Min. Overlay

9" Min. OverlayDETAIL "E" 4:1

1

2

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

TYPICAL SECTIONSCONCRETE ALTERNATE W/ASPHALT SHOULDERS (OVERLAY)

3.75" BASE

1.25"

8" JPC

1.0" BOND BR

EXISTSHOULDER

EXISTROADWAY

DETAIL "A"

BYPASS OVERLAY

PCC PAVEMENT DESIGN

WITH ASPHALT SHOULDERS

57’S

FABRIC

TY IV

* CONSTRUCT PAVEMENT EDGE DRAINS IN

ACCORDANCE WITH SECTION 704 & 214.

12.0"

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

TRENCH TO BE LINED WITH FABRIC IV.

4" BASE

R2E

HA

LF

SIZ

E

11

/16

/20

10

R0

02

E0

TS

.dg

n

HA

LF

SIZ

E

4:1 (MIN)

4:1 (MIN)

1

2 EROSION CONTROL BLANKET

DITCH AND SHOULDER TO DRAIN

EARTH

EARTH

UNDERDRAIN PIPE

ELIZABETHTOWN TO RADCLIFF CONNECTOR

US31W BYPASS

TYPICAL SECTION

EX. 9" PCC

EX. 4" DGA

BYPASS TRANSITION DETAIL

STA. 109+20STA. 105+20

PROPOSED

1" BONDBREAKER

PROPOSED

10" JPC

8" JPCOVERLAY

PROPOSED 8" CEMENT

STABILIZED ROADBED

PROPOSED

1" BONDBREAKER

CSB WEDGE

PROPOSED 4" CSB

PROPOSED 10" JPC

INLAY

OVERLAY

BYPASS TRANSITION DETAIL

STA. 172+00 STA. 176+00

12.0"

8.0

"

OVERLAY

EXISTING

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

PROPOSED

1" BONDBREAKER

8" JPC

OVERLAY3.0" BASE

2.5" BASE

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

8% max.

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

ISLAND HEADER

CURB TYPE 1 MOD

ISLAND HEADER CURB

TYPE 1 (MOD) DETAIL

* ASPHALT PAVEMENT THICKNESS 8"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

* ASPHALT PAVEMENT THICKNESS 8"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT

EXISTINGPAVEMENT

EDGE KEY DETAIL

12" ROCK & GEOTEXTILE TY IV FABRIC

8" JPC

1.0" BOND BR

EXISTROADWAY

DETAIL "E"

BYPASS OVERLAY

PCC PAVEMENT DESIGN

WITH ASPHALT SHOULDERS

57’S

FABRIC

TY IV

12.0"UNDERDRAIN PIPE

1.25" MIN. ASPHALT

SURFACE

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

SHEET R2S.

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

STABILIZATION WITH APPROVAL OF THE ENGINEER.

1.0" BASE

8.0" DEPTH JPC PAVEMENT

1.25" DEPTH CLASS 2 ASPHALT SURFACE 0.38D PG 64-221.25" SURFACE

8.0" SURFACE

BYPASS SHOULDER ASPHALT DESIGN

BYPASS OVERLAY PAVEMENT PCC DESIGN

1.0" DEPTH DRAINAGE LAYER/BONDBREAKER MIX PG64-22

7.75" BASE3.75" DEPTH CLASS 2 ASPHALT BASE 0.75D PG 64-22

4.0" DEPTH CLASS 2 ASPHALT BASE 1.00D PG 64-22

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

STANDARD HEADER

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

TO EDGE DRAIN CONSTRUCTION.

* REMOVAL OF EXISTING UNDERDRAINS IS

INCIDENTAL TO THE CONTRACT.

1

REVISED 11-15-101

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving LaneDriving LaneDriving LaneDriving Lane

�":1’ �":1’ �":1’ �":1’ � ":1’ � ":1’ � ":1’ �":1’1":1’ 1":1’

DETAIL "A"

9" Min. Overlay 4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

Grade PointLeft

Grade PointRight

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

DETAIL "A"

9" Min. OverlayDETAIL "E"

9" Min. Overlay

4:1

12

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

CONCRETE ALTERNATE W/CONCRETE SHOULDERS (OVERLAY)TYPICAL SECTIONS R2F

4:1 (MIN

)

4:1 (MIN

)

1

2 EROSION CONTROL BLANKET

DITCH AND SHOULDER TO DRAIN

EARTH

EARTH

8" JPC 8" JPC

SHOULDEREXIST

ROADWAYEXIST

PCC PAVEMENT DESIGN

BYPASS OVERLAY

DETAIL "A"

1" BOND BR

PIPE

UNDERDRAIN 57’S

TY IV

FABRIC

ACCORDANCE WITH SECTION 704 & 214.

* CONSTRUCT PAVEMENT EDGE DRAINS IN

12.0"

TRENCH TO BE LINED WITH FABRIC IV.

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

1.0" BASE

8.0" DEPTH JPC PAVEMENT

8.0" DEPTH JPC PAVEMENT8.0" SURFACE

8.0" SURFACE

BYPASS SHOULDER PCC DESIGN

BYPASS OVERLAY PAVEMENT PCC DESIGN

1.0" DEPTH DRAINAGE LAYER/BONDBREAKER MIX PG64-22

TYPICAL SECTION

US31W BYPASS

ELIZABETHTOWN TO RADCLIFF CONNECTOR

LEVELING &

WEDGING

DIRECTED BY THE ENGINEER.

* LEVELING & WEDGING FOR SHOULDERS TO BE

EX. 9" PCC

EX. 4" DGA

TRANSITION DETAILBYPASS STA. 109+20STA. 105+20

10" JPC

PROPOSEDOVERLAY8" JPC

STABILIZED ROADBED

PROPOSED 8" CEMENT

CSB WEDGE

PROPOSED 4" CSB

PROPOSED 10" JPC

1" BONDBREAKER

PROPOSED1" BONDBREAKER

PROPOSED

TRANSITION DETAILBYPASS

STA. 172+00 STA. 176+00

12.0"

8.0"

INLAY

OVERLAY OVERLAY

EXISTING

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

1" BONDBREAKER

PROPOSED OVERLAY

8" JPC

3.0" BASE2.5" BASE

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

8% max.

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB TYPE 1 MOD

ISLAND HEADER

TYPE 1 (MOD) DETAIL

ISLAND HEADER CURB

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT PAVEMENTEXISTING

EDGE KEY DETAIL

* ASPHALT PAVEMENT THICKNESS 8"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

* ASPHALT PAVEMENT THICKNESS 8"

PAVEMENT THICKNESS.

FOR THICKNESS OF CURB TO MATCH PROPOSED

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

CONSTRUCT CURB IN ACCORDANCE

12" ROCK & GEOTEXTILE TY IV FABRIC

8" JPC

ROADWAYEXIST

PCC PAVEMENT DESIGN

BYPASS OVERLAY

DETAIL "E"

1" BOND BR

PIPE

UNDERDRAIN 57’S

TY IV

FABRIC

12.0"

LEVELING &

WEDGING

ROADWAYEXIST

SURFACE

1.25" MIN. ASPHALT

STABILIZATION WITH APPROVAL OF THE ENGINEER.

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

SHEET R2S.

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

PAVEMENT

PROPOSED

PAVEMENT DESIGN

MATCH PROPOSED

CURB DEPTH TO

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

STANDARD HEADER

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

TO EDGE DRAIN CONSTRUCTION.

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

INCIDENTAL TO THE CONTRACT.

* REMOVAL OF EXISTING UNDERDRAINS IS

COUNTY OF ITEM NO. SHEET NO.

HARDIN

NOT TO SCALE

4-8103.11

CL

NORMAL SECTION

12’

Shoulder

Paved

12’12’

MedianMedian

12’12’

Shoulder

12’

10’

Paved

Ditch

10’

12’ 12’

LeftGrade Point

RightGrade Point

Driving LaneDriving LaneDriving LaneDriving Lane

1/2 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 3/16 ":1’ 1/2 ":1’1":1’ 1":1’

DETAIL "A"

9" Min. Overlay 4:11

2

12’

Paved

5’

Shoulder

12’

MedianDitch

12’ 12’

Median Shoulder

Paved

CL

BREAKOVER

12’ 12’

SUPERELEVATED SECTION

10’10’

12’ 12’

LeftGrade Point Right

Grade Point

Driving Lane Driving Lane Driving Lane Driving Lane

1":1’

1":1’

DETAIL "A"

9" Min. OverlayDETAIL "E"

9" Min. Overlay

4:1

12

DETAIL "A"

MATCH EXISTING

MATCH EXISTING

TYPICAL SECTIONSCONCRETE ALTERNATE W/CONCRETE SHOULDERS (OVERLAY)

R2F

HA

LF

SIZ

E

11

/16

/20

10

R0

02

F0

TS

.dg

n

HA

LF

SIZ

E

4:1 (MIN)

4:1 (MIN)

1

2 EROSION CONTROL BLANKET

DITCH AND SHOULDER TO DRAIN

EARTH

EARTH

8" JPC 8" JPC

EXISTSHOULDER

EXISTROADWAY

DETAIL "A"

BYPASS OVERLAY

PCC PAVEMENT DESIGN

1" BOND BR

UNDERDRAIN

PIPE

57’S

FABRIC

TY IV* CONSTRUCT PAVEMENT EDGE DRAINS IN

ACCORDANCE WITH SECTION 704 & 214.

12.0"

* SEE PIPE UNDERDRAIN SUMMARY FOR LOCATION.

TRENCH TO BE LINED WITH FABRIC IV.

1.0" BASE

8.0" DEPTH JPC PAVEMENT

8.0" DEPTH JPC PAVEMENT8.0" SURFACE

8.0" SURFACE

BYPASS SHOULDER PCC DESIGN

BYPASS OVERLAY PAVEMENT PCC DESIGN

1.0" DEPTH DRAINAGE LAYER/BONDBREAKER MIX PG64-22

ELIZABETHTOWN TO RADCLIFF CONNECTOR

US31W BYPASS

TYPICAL SECTION

LEVELING &

WEDGING

* LEVELING & WEDGING FOR SHOULDERS TO BE

DIRECTED BY THE ENGINEER.

EX. 9" PCC

EX. 4" DGA

BYPASS TRANSITION DETAIL

STA. 109+20STA. 105+20

PROPOSED

10" JPC

8" JPCOVERLAY

PROPOSED 8" CEMENT

STABILIZED ROADBED

CSB WEDGE

PROPOSED 4" CSB

PROPOSED 10" JPC PROPOSED

1" BONDBREAKER

PROPOSED

1" BONDBREAKER

BYPASS TRANSITION DETAIL

STA. 172+00 STA. 176+00

12.0"

8.0

"

INLAY

OVERLAY OVERLAY

EXISTING

EX. 9" PCC

EX. 4" DGA

EX. 9" PCC

EX. 4" DGA

PROPOSED

1" BONDBREAKER

8" JPC

OVERLAY3.0" BASE

2.5" BASE

Straight Line Slope 7.9% max.

Straight Line Slope 7.9% max.

8% max.

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

ISLAND HEADER

CURB TYPE 1 MOD

ISLAND HEADER CURB

TYPE 1 (MOD) DETAIL

ASPHALT SURFACE

EXISTING PAVEMENT

OR

NEW PAVEMENT

EXISTINGPAVEMENT

EDGE KEY DETAIL

* ASPHALT PAVEMENT THICKNESS 8"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

* ASPHALT PAVEMENT THICKNESS 8"

CONSTRUCT CURB IN ACCORDANCE

WITH STANDARD DRAWING RPM-100-09 EXCEPTING

FOR THICKNESS OF CURB TO MATCH PROPOSED

PAVEMENT THICKNESS.

12" ROCK & GEOTEXTILE TY IV FABRIC

8" JPC

EXISTROADWAY

DETAIL "E"

BYPASS OVERLAY

PCC PAVEMENT DESIGN

1" BOND BR

UNDERDRAIN

PIPE

57’S

FABRIC

TY IV

12.0"

LEVELING &

WEDGING EXISTROADWAY

1.25" MIN. ASPHALT

SURFACE

*CONSTRUCT DRAINAGE LAYER/BOND-BREAKER MIX

TO CONFORM TO SPECIFICATIONS LISTED IN SPECIAL

NOTE FOR DRAINAGE LAYER/BOND-BREAKER (08-03-10).

*TRIM CEMENT STABILIZED ROADBED LAYER. SEE

GENERAL NOTE "SURVEY AND APPROACH ROADS" ON

SHEET R2S.

*CURING TIME FOR CEMENT STABILIZED ROADBED LAYER

MAY BE REDUCED PER SPECIAL NOTE FOR SUBGRADE

STABILIZATION WITH APPROVAL OF THE ENGINEER.

PROPOSED

PAVEMENT

CURB DEPTH TO

MATCH PROPOSED

PAVEMENT DESIGN

STANDARD HEADER

CURB (MOD)

STANDARD HEADER

CURB (MOD) DETAIL

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

SEE STANDARD DRAWING FOR MEDIAN BARRIER WALL (TY 14)

4.0"4.0"

* BACKFILL WITH AGGREGATE #57’S IS INCIDENTAL

TO EDGE DRAIN CONSTRUCTION.

* REMOVAL OF EXISTING UNDERDRAINS IS

INCIDENTAL TO THE CONTRACT.

REVISED 11-15-101

1