July 8, 2011

CALL NO. 107

CONTRACT ID NO. 111324

ADDENDUM # 2

Subject: Daviess County, STP 0604 (011)

Letting July 15, 2011

(1)Revised – Plan Sheets – U2-RWRA, U4-RWRA & U5-RWRA

(2)Revised – Table of Contents – Page 2 of 211

(3)Added – Right-of-Way Certification Form – Pages 26(a)-26(c) of 211

(4)Added - Special Note – Page 96(a) of 211

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

DAVIESS 2-287.01

Scale: 1" = 50’

12

9

11

Joe A. Harper, Sr (widower)

9

13

(Land Locked)

(Land Locked)

(Land Locked)

U2-RWRA

IE 427.6

OE 423.6

4’ Spl D

t

Spl V DtSpl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V D

t

Spl V Dt

Spl V Dt

Spl V Dt

2’ Spl Dt

4’ Spl D

t

18" S

S

18" SS

2’ Spl Dt

Spl V Dt

Exist C

/A R

/W

Exist C/A R/W

Exist C/A R/W

555+

00

N 20^16’13" W

P.C

. 1

03+

04.6

5

105+

00

110+

00

P.C

.C. 1

11+

34.3

0

115+

00

N 4^51’00" E 505+00

510+00

P.T

. 5

10+

32.8

8

N 11^16’54" E

14’

6’

S 0^43’10" E15.3’

+00

S 4

7^08’4

3" E

T

N 1^02’10" E

P.T

. 4

0+

12.9

5

P.C

. 38+24.9

6

P.I

. 3

9+24.4

6

550+

00

545+

00

T.S. 548+98.91

S.C. 550+73.91

P.C. 504+18.31

40+

00

710+00S 12^07’29" W

PI 436+94.30

PI 7

09+

35.6

0

24’

24’

33.7

’

30:1 Taper

+31.5

3

300’ Taper

12’

360’ Taper

20’

24’

20’

+80.6

47

’15

’

15’

15’

+25 12

’12

’

+00

24’

15’

12’ L

t 113+

75 R

am

p A

+31.5

3

+25

78’ R

t S

ta 5

50+

31.5

3 U

S 6

0 B

ypass

Sta

505+

31.8

1 R

am

p E

Nose =

Sta

41+

38.8

6 K

Y 5

4 R

am

p E

xte

nsio

n N

ose =

62’ L

t S

ta 4

46+

60.5

2 U

S 6

0 B

ypass

US 60 Bypass

Ramp E

Ramp A

Ramp E

Ramp A

Ramp G

US 60 Bypass

Ramp D

560+

00

15’

+8

1.8

1

KY 54 Ramp Extension

P.O

.T. 5

11+

84.3

5 R

am

p E

=

Full W

idth &

Depth P

avm

t C

onstr

Sta 5

45+

00 U

S 6

0 B

ypass -

Begin

62’ Lt Sta 558+00 US 60 BypassP.T. Sta 710+88.95 Ramp G =

66.6

’ L

t S

ta 5

47+

99.3

ML

~ E

nd

KY

54 R

am

p E

xte

nsio

n 435+80

62.23

Prop C/A R/W & Fence

Prop C/A R/W & Fence

N 6^59’35" E

578.12’

Bit

Ex 15" CMP

Ex 15" CMP

Ex 4

8" R

CP

Ex 30"

RC

P

Ex 1

8" R

CP

Wendall Ford Expressway (Westbound)

Wendall Ford Expressway (Eastbound)

BP

Sign

Sign

20"FMSLM

SLM

SLM 20"FM

WV

GM

GLM

2E 1T

2E 1T

8"

2E 1T

12" C

I

12"

OE 423.0

IE 438.3

P.T

. 4

39+

15.6

8

P.C

. 4

34+

72.7

2435+

00

1 2

Bell South

Bell

South

Bell

South

TP

4" O

il Pip

eline (A

ban)

Countr

ymark

Coopera

tive

Atmos Energy

557+09.8

196.1

Ex P

erm U

tility

Esm

t

(San S

ewer)

UTILITY CONSTRUCTION ONLY - RWRA

Perm Utility Esmt

Perm U

tility

Esm

t

67.5

560+00

560+00

60.0

CONNECT TO EX.

20" FORCE MAIN

PROPOSED 20" AWWA C-905 DR-25

PVC FORCE MAIN

PROPOSED 30"

STEEL CASING PIPE

(OPEN CUT INSTALLATION)

BED CASING PIPE IN

CLASS I CRUSHED STONE

FROM 6" BELOW THE PIPE

TO 6" ABOVE THE PIPE

AND DENSIFY.

557+08.6

189.4

558+15.3

145.4

558+18.1

151.5

224.4

549+68.7

217.8

549+66.9

552+14.1

185.9552+14.7

192.5

554+67.2

167.0

173.8

554+67.2

MATERIALS TO BE ABANDONED

18" HDPE FORCE MAIN

20" PVC FORCE MAIN 2029 LF

1027 LF

SANITARY QUANTITY SUMMARY

30" STEEL CASING PIPE 396 LF

2044 LF20" PVC FORCE MAIN

PROPOSED 18"

CUT & PLUG

CONCRETE CAP (OVER WATER MAIN) 60 LF

EXISTING FORCE MAINS

TO BE ABANDONED AND

REMOVED AS A PART

OF THIS CONTRACT

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

sp

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

Cell L

ibrary: k

ytc.c

el

COUNTY OF ITEM NO. SHEET NO.

CONNECTION TO 20" FORCE MAIN 2 EA

SEE SHEET

U4 FOR

CONTINUATION

NOTES:

CONTRACTOR SHALL MAINTAIN 5’ FROM EDGE TO EDGE ON THE

PROPOSED 20" PVC FORCE MAINS. (SEE DETAIL SHEET).

Regional Water

Resource Agency

XXXXXXXXXXXXXXXXXXXXXXXXXXX

US 60 BYPASS

STA 545+00 TO STA 560+00

Regio

nal Wate

r

Reso

urce A

gency

Southeast

Davie

ss C

ounty

Water D

istrict

Southeast

Davie

ss C

ounty

Water D

istrict

4" O

il P

ipeli

ne (

Aban)

Countrym

ark C

ooperative

WMWM

OE 429.0

Exist DBI

TG 432.9

FL 430.4

Exist DBI

TG 427.1

FL 424.4

Carol Ellen Burton Walker

William Walker (husb)

Harold Rhodes Burton

Patricia Burton (wf)

Thomas Merle Burton

Patricia F. Burton (wf)

IE 424.2

18" Extensio

n

30" Extension

OE 436.7

30" Extension

48" Extension

48" Extension

18" Extension

WMXXXXXXXXXX

Sta 500+00.00 Ramp E =

42’ Rt Sta 545+00 US 60 Bypass

PL

PL

PL

PL

P L

P L

PL

PL

PP

Ronald G.Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

Ronald G.Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

PPP

ONE OF THE 20" FORCE MAINS (EX. OR PROPOSED) MUST BE IN

OPERATION AT ALL TIMES.

CONTRACTOR SHALL COORDINATE THE CONNECTIONS AND SHUT

DOWNS OF THE FORCE MAINS WITH RWRA.

THE EXISTING FORCE MAINS TO BE ABANDONED WILL BE

REMOVED. SEE NOTE ON THIS SHEET.

ALL FITTINGS ON ALL CONNECTIONS SHALL BE DUCTILE IRON

AND HAVE MEG-A-LUG RESTRAINTS. THE JOINTS ON

EACH SIDE OF EACH FITTING SHALL HAVE BELL RESTRAINTS

INSTALLED AS PER NOTE ON THIS SHEET.

(PVC)(HDPE)

18"FM

(SEE DETAIL

SHEET U-16)

18" CUT & PLUG (HDPE) 1 EA

(HDPE)

(PVC)

18"FM

FUTURE 8" PVC

SANITARY SEWER

(NOT THIS CONTRACT)

FUTURE MANHOLE

(NOT THIS CONTRACT)

PROPOSED 20"

AWWA C-905 DR-25

PVC FORCE MAIN

WMWMWMWMWMWMWMWMWM

ST

A. 549+

70

THE MAIN LINE STATIONS

ARE USED FOR STATION/

OFFSET LOCATIONS OF ALL

CONSTRUCTION POINTS.

0’

GRAPHIC SCALE

5050

SPECIAL NOTE:

BE

GIN

IN

ST

AL

LA

TIO

N O

F 2

NE

W F

OR

CE

MA

INS

BE

GIN

RE

MO

VA

L O

F 3

EX

IST

ING

FO

RC

E M

AIN

S

NOTE:

UTILITY CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE

MAINS BETWEEN STA. 549+70 AND STA. 557+50, BACKFILL

TRENCHES WITH EXCAVATED MATERIAL AND MECHANICALLY

COMPACT BACKFILL IN LIFTS OF NO MORE THAN 12" LOOSE

MEASURE, (COMPACTED TO 98% OF A STANDARD PROCTOR

UNDER PROPOSED ROADWAYS).

30’ CONCRETE CAP

OVER EACH 20" FORCE

MAIN (15’ ON EACH SIDE

OF EXISTING WATER MAIN)

NOTE:

RESTRAIN ALL JOINTS

WITHIN 10’ OF FITTINGS

ON THIS SHEET.

5050

ST

A. 557+

50

CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE MAINS

BETWEEN STA. 557+50 AND 563+00, BACKFILL TRENCHES

WITH EXCAVATED MATERIAL AND ROLL IN. NO ADDITIONAL

COMPACTION EFFORT WILL BE RQUIRED.

NOTE:

DAVIESS 2-287.01

Scale: 1" = 50’

12

9

11

Joe A. Harper, Sr (widower)

9

13

(Land Locked)

(Land Locked)

(Land Locked)

U2-RWRA

IE 427.6

OE 423.6

4’ Spl D

t

Spl V DtSpl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V D

t

Spl V Dt

Spl V Dt

Spl V Dt

2’ Spl Dt

4’ Spl D

t

18" S

S

18" SS

2’ Spl Dt

Spl V Dt

Exist C

/A R

/W

Exist C/A R/W

Exist C/A R/W

555+

00

N 20^16’13" W

P.C

. 1

03+

04.6

5

105+

00

110+

00

P.C

.C. 1

11+

34.3

0

115+

00

N 4^51’00" E 505+00

510+00

P.T

. 5

10+

32.8

8

N 11^16’54" E

14’

6’

S 0^43’10" E15.3’

+00

S 4

7^08’4

3" E

T

N 1^02’10" E

P.T

. 4

0+

12.9

5

P.C

. 38+24.9

6

P.I

. 3

9+24.4

6

550+

00

545+

00

T.S. 548+98.91

S.C. 550+73.91

P.C. 504+18.31

40+

00

710+00S 12^07’29" W

PI 436+94.30

PI 7

09+

35.6

0

24’

24’

33.7

’

30:1 Taper

+31.5

3

300’ Taper

12’

360’ Taper

20’

24’

20’

+80.6

47

’15

’

15’

15’

+25 12

’12

’

+00

24’

15’

12’ L

t 113+

75 R

am

p A

+31.5

3

+25

78’ R

t S

ta 5

50+

31.5

3 U

S 6

0 B

ypass

Sta

505+

31.8

1 R

am

p E

Nose =

Sta

41+

38.8

6 K

Y 5

4 R

am

p E

xte

nsio

n N

ose =

62’ L

t S

ta 4

46+

60.5

2 U

S 6

0 B

ypass

US 60 Bypass

Ramp E

Ramp A

Ramp E

Ramp A

Ramp G

US 60 Bypass

Ramp D

560+

00

15’

+8

1.8

1

KY 54 Ramp Extension

P.O

.T. 5

11+

84.3

5 R

am

p E

=

Full W

idth &

Depth P

avm

t C

onstr

Sta 5

45+

00 U

S 6

0 B

ypass -

Begin

62’ Lt Sta 558+00 US 60 BypassP.T. Sta 710+88.95 Ramp G =

66.6

’ L

t S

ta 5

47+

99.3

ML

~ E

nd

KY

54 R

am

p E

xte

nsio

n 435+80

62.23

Prop C/A R/W & Fence

Prop C/A R/W & Fence

N 6^59’35" E

578.12’

Bit

Ex 15" CMP

Ex 15" CMP

Ex 4

8" R

CP

Ex 30"

RC

P

Ex 1

8" R

CP

Wendall Ford Expressway (Westbound)

Wendall Ford Expressway (Eastbound)

BP

Sign

Sign

20"FMSLM

SLM

SLM 20"FM

WV

GM

GLM

2E 1T

2E 1T

8"

2E 1T

12" C

I

12"

OE 423.0

IE 438.3

P.T

. 4

39+

15.6

8

P.C

. 4

34+

72.7

2435+

00

1 2

Bell South

Bell

South

Bell

South

TP

4" O

il Pip

eline (A

ban)

Countr

ymark

Coopera

tive

Atmos Energy

557+09.8

196.1

Ex P

erm U

tility

Esm

t

(San S

ewer)

UTILITY CONSTRUCTION ONLY - RWRA

Perm Utility Esmt

Perm U

tility

Esm

t

67.5

560+00

560+00

60.0

CONNECT TO EX.

20" FORCE MAIN

PROPOSED 20" AWWA C-905 DR-25

PVC FORCE MAIN

PROPOSED 30"

STEEL CASING PIPE

(OPEN CUT INSTALLATION)

BED CASING PIPE IN

CLASS I CRUSHED STONE

FROM 6" BELOW THE PIPE

TO 6" ABOVE THE PIPE

AND DENSIFY.

557+08.6

189.4

558+15.3

145.4

558+18.1

151.5

224.4

549+68.7

217.8

549+66.9

552+14.1

185.9552+14.7

192.5

554+67.2

167.0

173.8

554+67.2

MATERIALS TO BE ABANDONED

18" HDPE FORCE MAIN

20" PVC FORCE MAIN 2029 LF

1027 LF

SANITARY QUANTITY SUMMARY

30" STEEL CASING PIPE 396 LF

2044 LF20" PVC FORCE MAIN

PROPOSED 18"

CUT & PLUG

CONCRETE CAP (OVER WATER MAIN) 60 LF

EXISTING FORCE MAINS

TO BE ABANDONED AND

REMOVED AS A PART

OF THIS CONTRACT

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

sp

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

Cell L

ibrary: k

ytc.c

el

COUNTY OF ITEM NO. SHEET NO.

CONNECTION TO 20" FORCE MAIN 2 EA

SEE SHEET

U4 FOR

CONTINUATION

NOTES:

CONTRACTOR SHALL MAINTAIN 5’ FROM EDGE TO EDGE ON THE

PROPOSED 20" PVC FORCE MAINS. (SEE DETAIL SHEET).

Regional Water

Resource Agency

XXXXXXXXXXXXXXXXXXXXXXXXXXX

US 60 BYPASS

STA 545+00 TO STA 560+00

Regio

nal Wate

r

Reso

urce A

gency

Southeast

Davie

ss C

ounty

Water D

istrict

Southeast

Davie

ss C

ounty

Water D

istrict

4" O

il P

ipeli

ne (

Aban)

Countrym

ark C

ooperative

WMWM

OE 429.0

Exist DBI

TG 432.9

FL 430.4

Exist DBI

TG 427.1

FL 424.4

Carol Ellen Burton Walker

William Walker (husb)

Harold Rhodes Burton

Patricia Burton (wf)

Thomas Merle Burton

Patricia F. Burton (wf)

IE 424.2

18" Extensio

n

30" Extension

OE 436.7

30" Extension

48" Extension

48" Extension

18" Extension

WMXXXXXXXXXX

Sta 500+00.00 Ramp E =

42’ Rt Sta 545+00 US 60 Bypass

PL

PL

PL

PL

P L

P L

PL

PL

PP

Ronald G.Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

Ronald G.Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

PPP

ONE OF THE 20" FORCE MAINS (EX. OR PROPOSED) MUST BE IN

OPERATION AT ALL TIMES.

CONTRACTOR SHALL COORDINATE THE CONNECTIONS AND SHUT

DOWNS OF THE FORCE MAINS WITH RWRA.

THE EXISTING FORCE MAINS TO BE ABANDONED WILL BE

REMOVED. SEE NOTE ON THIS SHEET.

ALL FITTINGS ON ALL CONNECTIONS SHALL BE DUCTILE IRON

AND HAVE MEG-A-LUG RESTRAINTS. THE JOINTS ON

EACH SIDE OF EACH FITTING SHALL HAVE BELL RESTRAINTS

INSTALLED AS PER NOTE ON THIS SHEET.

(PVC)(HDPE)

18"FM

(SEE DETAIL

SHEET U-16)

18" CUT & PLUG (HDPE) 1 EA

(HDPE)

(PVC)

18"FM

FUTURE 8" PVC

SANITARY SEWER

(NOT THIS CONTRACT)

FUTURE MANHOLE

(NOT THIS CONTRACT)

PROPOSED 20"

AWWA C-905 DR-25

PVC FORCE MAIN

WMWMWMWMWMWMWMWMWM

ST

A. 549+

70

THE MAIN LINE STATIONS

ARE USED FOR STATION/

OFFSET LOCATIONS OF ALL

CONSTRUCTION POINTS.

0’

GRAPHIC SCALE

5050

SPECIAL NOTE:

BE

GIN

IN

ST

AL

LA

TIO

N O

F 2

NE

W F

OR

CE

MA

INS

BE

GIN

RE

MO

VA

L O

F 3

EX

IST

ING

FO

RC

E M

AIN

S

NOTE:

UTILITY CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE

MAINS BETWEEN STA. 549+70 AND STA. 557+50, BACKFILL

TRENCHES WITH EXCAVATED MATERIAL AND MECHANICALLY

COMPACT BACKFILL IN LIFTS OF NO MORE THAN 12" LOOSE

MEASURE, (COMPACTED TO 98% OF A STANDARD PROCTOR

UNDER PROPOSED ROADWAYS).

30’ CONCRETE CAP

OVER EACH 20" FORCE

MAIN (15’ ON EACH SIDE

OF EXISTING WATER MAIN)

NOTE:

RESTRAIN ALL JOINTS

WITHIN 10’ OF FITTINGS

ON THIS SHEET.

5050

ST

A. 557+

50

CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE MAINS

BETWEEN STA. 557+50 AND 563+00, BACKFILL TRENCHES

WITH EXCAVATED MATERIAL AND ROLL IN. NO ADDITIONAL

COMPACTION EFFORT WILL BE RQUIRED.

NOTE:

DAVIESS 2-287.01

US 60 BYPASS

STA 560+00 TO STA 575+00

Scale: 1" = 50’

Commonwealth of Kentucky

12

13

8

(Land Locked)

(Land Locked)

U4-RWRA

2’ Spl Dt

2’ Spl Dt

2’ Spl Dt

Spl V Dt

Spl V DtSpl V Dt

Spl V Dt Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

30" S

S

36"

4’ Out Dt

Exist C

/A R

/W

565+

00

570+

00

120+

00

125+

00

130+

00

P.I

. 4

22+

07.7

7

P.T

. 4

28+

79.0

6

S 28^08’36" W

P.T

. 7

03+

67.2

0

P.C

.C. 1

30+

92.0

6

P.C. 707+82.10

6’

14’

15’

12’

12’

122’

122’

24’

54’

20’

24’

20’

24’

24’

54’

575+

00

Ramp A

US 60 Bypass

Ramp A

Ramp D

US 60 Bypass

Ramp D

705+00 Ramp G

Ramp D

Ramp G

560+

00

P.C

. S

ta 6

00+

00.0

0 R

am

p F

=

12’

Lt

131+

00 R

am

p A

+82.1

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Perm

Esmt

Prop C/A & Fence

20"FM

SLM

GLM

2"

2"

GLM

GLM

GLM

2"

2"

8" H

igh P

ressure

8" High Pressure

8"

IE 425.4

OE 423.72

64’ R

t S

ta 5

60+

00 U

S 6

0 B

ypass

Sta

708+

85.7

9 R

am

p G

Nose =

430+00

12’

Lt

431+

00 R

am

p D

P.C

. 7

00+

00.0

0 R

am

p G

=

425+00

420+00

N 16^19’07" E

3

4

5

Atmos E

nergy

Regional Water R

esource Agency

Reg

ional

Wat

er R

esourc

e A

gency

Atm

os E

nergy

Atm

os Energ

y

Atmos Energy

419.33’ Perm Utility Esmt

Perm Utility Esmt

563+94.1

158.8

564+04.2

165.1

563+92.8

165.8563+90.6

164.4

20" CUT & PLUG (PVC) 2 EA

1 EA18" CUT & PLUG (HDPE)

SANITARY QUANTITY SUMMARY

501 LF

1093 LF20" PVC FORCE MAIN

18" HDPE FORCE MAIN

MATERIALS TO BE ABANDONED

SEE SHEET NO. U6

FOR CONTINUATION

560+00

60.0

560+00

67.5

EXISTING FORCE MAINS TO BE REMOVED

AS PART OF THIS CONTRACT

UTILITY CONSTRUCTION ONLY - RWRA

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

sp

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

Cell

Lib

rary:

kytc

.cel

COUNTY OF ITEM NO. SHEET NO.

OE 424.02

Carol Ellen Burton Walker

William Walker (husb)

Harold Rhodes Burton

Patricia Burton (wf)

Thomas Merle Burton

Patricia F. Burton (wf)

MH-Air ReleaseOff Valves

Wendall

Ford E

xpress

way

(Westb

ound)

Wendall

Ford E

xpress

way

(Eastb

ound)

XXXXXXXXXXXX

PL

PL

PL

PL

PL

PL

PL

18"

SS

24" S

S

P

Ronald G. Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

PP

CONTRACTOR SHALL COORDINATE THE CONNECTIONS AND SHUT

DOWNS OF THE FORCE MAINS WITH RWRA.

ONE OF THE 20" FORCE MAINS (EX. OR PROPOSED) MUST BE IN

OPERATION AT ALL TIMES.

CONTRACTOR SHALL MAINTAIN 5’ FROM EDGE TO EDGE ON THE

PROPOSED 20" PVC FORCE MAINS. (SEE DETAIL SHEET)

NOTES:

THE EXISTING FORCE MAINS TO BE ABANDONED WILL BE REMOVED

WHERE INDICATED AND PLUGGED AND LEFT IN PLACE WHERE

INDICATED.

(PVC)

18"FM

(HDPE)

PROPOSED CUT & PLUGS

ABANDON FORCE MAINS

AT PROPOSED R.O.W. LINE

(SEE DETAIL SHEET U-16)

AIR RELEASE VALVES & PITS 2 EA

THE ABANDONED FORCE MAINS TO REMAIN IN PLACE

AND PLUGGED AT THE PROPOSED RIGHT OF WAY LINE.

(DO NOT SAFELOAD THESE FORCE MAINS)

PROPOSED 20"

AWWA C-905 DR-25

PVC FORCE MAIN

PROPOSED 30"

STEEL CASING PIPE

(OPEN CUT INSTALLATION)

BED CASING PIPE IN

CLASS I CRUSHED STONE

FROM 6" BELOW THE PIPE

TO 6" ABOVE THE PIPE

AND DENSIFY.

30" STEEL CASING PIPE 846 LF

930 LF20" PVC FORCE MAIN

0’

GRAPHIC SCALE

5050

UTILITY CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE

MAINS BETWEEN STA. 563+00 AND THE PROPOSED RIGHT OF WAY

LINE, BACKFILL TRENCHES WITH EXCAVATED MATERIAL AND

MECHANICALLY COMPACT BACKFILL IN LIFTS OF NO MORE THAN 12"

LOOSE MEASURE, (COMPACTED TO 98% OF A STANDARD PROCTOR

UNDER THE PROPOSED ROADWAYS).

NOTE:

ALL FITTINGS ON ALL CONNECTIONS SHALL BE DUCTILE IRON

AND HAVE MEG-A-LUG RESTRAINTS. 5050

CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE MAINS

BETWEEN STA. 557+50 AND 563+00, BACKFILL TRENCHES

WITH EXCAVATED MATERIAL AND ROLL IN. NO ADDITIONAL

COMPACTION EFFORT WILL BE RQUIRED.

NOTE:

DAVIESS 2-287.01

US 60 BYPASS

STA 560+00 TO STA 575+00

Scale: 1" = 50’

Commonwealth of Kentucky

12

13

8

(Land Locked)

(Land Locked)

U4-RWRA

2’ Spl Dt

2’ Spl Dt

2’ Spl Dt

Spl V Dt

Spl V DtSpl V Dt

Spl V Dt Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

Spl V Dt

30" S

S

36"

4’ Out Dt

Exist C

/A R

/W

565+

00

570+

00

120+

00

125+

00

130+

00

P.I

. 4

22+

07.7

7

P.T

. 4

28+

79.0

6

S 28^08’36" W

P.T

. 7

03+

67.2

0

P.C

.C. 1

30+

92.0

6

P.C. 707+82.10

6’

14’

15’

12’

12’

122’

122’

24’

54’

20’

24’

20’

24’

24’

54’

575+

00

Ramp A

US 60 Bypass

Ramp A

Ramp D

US 60 Bypass

Ramp D

705+00 Ramp G

Ramp D

Ramp G

560+

00

P.C

. S

ta 6

00+

00.0

0 R

am

p F

=

12’

Lt

131+

00 R

am

p A

+82.1

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Prop C/A R/W & Fence

Perm

Esmt

Prop C/A & Fence

20"FM

SLM

GLM

2"

2"

GLM

GLM

GLM

2"

2"

8" H

igh P

ressure

8" High Pressure

8"

IE 425.4

OE 423.72

64’ R

t S

ta 5

60+

00 U

S 6

0 B

ypass

Sta

708+

85.7

9 R

am

p G

Nose =

430+00

12’

Lt

431+

00 R

am

p D

P.C

. 7

00+

00.0

0 R

am

p G

=

425+00

420+00

N 16^19’07" E

3

4

5

Atmos E

nergy

Regional Water R

esource Agency

Reg

ional

Wat

er R

esourc

e A

gency

Atm

os E

nergy

Atm

os Energ

y

Atmos Energy

419.33’ Perm Utility Esmt

Perm Utility Esmt

563+94.1

158.8

564+04.2

165.1

563+92.8

165.8563+90.6

164.4

20" CUT & PLUG (PVC) 2 EA

1 EA18" CUT & PLUG (HDPE)

SANITARY QUANTITY SUMMARY

501 LF

1093 LF20" PVC FORCE MAIN

18" HDPE FORCE MAIN

MATERIALS TO BE ABANDONED

SEE SHEET NO. U6

FOR CONTINUATION

560+00

60.0

560+00

67.5

EXISTING FORCE MAINS TO BE REMOVED

AS PART OF THIS CONTRACT

UTILITY CONSTRUCTION ONLY - RWRA

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

sp

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

Cell

Lib

rary:

kytc

.cel

COUNTY OF ITEM NO. SHEET NO.

OE 424.02

Carol Ellen Burton Walker

William Walker (husb)

Harold Rhodes Burton

Patricia Burton (wf)

Thomas Merle Burton

Patricia F. Burton (wf)

MH-Air ReleaseOff Valves

Wendall

Ford E

xpress

way

(Westb

ound)

Wendall

Ford E

xpress

way

(Eastb

ound)

XXXXXXXXXXXX

PL

PL

PL

PL

PL

PL

PL

18"

SS

24" S

S

P

Ronald G. Coomes

Dorothy Coomes (wf)

Donald D. Coomes

Patsy Coomes (wf)

PP

CONTRACTOR SHALL COORDINATE THE CONNECTIONS AND SHUT

DOWNS OF THE FORCE MAINS WITH RWRA.

ONE OF THE 20" FORCE MAINS (EX. OR PROPOSED) MUST BE IN

OPERATION AT ALL TIMES.

CONTRACTOR SHALL MAINTAIN 5’ FROM EDGE TO EDGE ON THE

PROPOSED 20" PVC FORCE MAINS. (SEE DETAIL SHEET)

NOTES:

THE EXISTING FORCE MAINS TO BE ABANDONED WILL BE REMOVED

WHERE INDICATED AND PLUGGED AND LEFT IN PLACE WHERE

INDICATED.

(PVC)

18"FM

(HDPE)

PROPOSED CUT & PLUGS

ABANDON FORCE MAINS

AT PROPOSED R.O.W. LINE

(SEE DETAIL SHEET U-16)

AIR RELEASE VALVES & PITS 2 EA

THE ABANDONED FORCE MAINS TO REMAIN IN PLACE

AND PLUGGED AT THE PROPOSED RIGHT OF WAY LINE.

(DO NOT SAFELOAD THESE FORCE MAINS)

PROPOSED 20"

AWWA C-905 DR-25

PVC FORCE MAIN

PROPOSED 30"

STEEL CASING PIPE

(OPEN CUT INSTALLATION)

BED CASING PIPE IN

CLASS I CRUSHED STONE

FROM 6" BELOW THE PIPE

TO 6" ABOVE THE PIPE

AND DENSIFY.

30" STEEL CASING PIPE 846 LF

930 LF20" PVC FORCE MAIN

0’

GRAPHIC SCALE

5050

UTILITY CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE

MAINS BETWEEN STA. 563+00 AND THE PROPOSED RIGHT OF WAY

LINE, BACKFILL TRENCHES WITH EXCAVATED MATERIAL AND

MECHANICALLY COMPACT BACKFILL IN LIFTS OF NO MORE THAN 12"

LOOSE MEASURE, (COMPACTED TO 98% OF A STANDARD PROCTOR

UNDER THE PROPOSED ROADWAYS).

NOTE:

ALL FITTINGS ON ALL CONNECTIONS SHALL BE DUCTILE IRON

AND HAVE MEG-A-LUG RESTRAINTS. 5050

CONTRACTOR SHALL REMOVE THREE (3) EXISTING FORCE MAINS

BETWEEN STA. 557+50 AND 563+00, BACKFILL TRENCHES

WITH EXCAVATED MATERIAL AND ROLL IN. NO ADDITIONAL

COMPACTION EFFORT WILL BE RQUIRED.

NOTE:

UTILITY CONSTRUCTION ONLY - RWRA

DAVIESS 2-287.01 U5-RWRA

410

415

420

425

430

435

440

445

450

455

460

465

470

475

480

485

490

460

465

470

475

480

485

490

560+00

F

SE

E S

HE

ET

U3

-RW

RA

FO

R C

ON

TIN

UA

TIO

N

INE

D"

EXISTING 20"

FORCEMAIN

DATUM

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

spf

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DATUM

Cell L

ibrary: k

ytc.c

el

COUNTY OF ITEM NO. SHEET NO.

DA

TE

G"

US 60 BYPASS

STA 560+00 TO STA 575+00

410

415

420

425

430

435

440

445

450

455

561+00 562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00

573+00 574+00 575+00

PROPOSED GRADE

L 432.45 (FORCE MAIN ELEV.)

PROPOSED DOUBLE 30" STEEL CASING PIPES

TO CARRY DOUBLE 20" PVC FORCE MAINS

PROPOSED DOUBLE 20" AWWA C-905 DR-25 PVC FORCE MAINS

SEE SHEET U8-RWRA FOR CONTINUATION

FL 433.60

CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3’ OF

COVER OVER THE FORCE MAIN UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

S = 0.00248

464.48’ OF 20" PVC FORCE MAIN

RA

MP

"

MA

IN L

RA

MP

"

EXISTING GRADE

EXISTING 18"

FORCEMAIN

DRAWN FROM STATION OFFSETS ON PLAN SHEET.

THE ACTUAL FORCE MAIN LENGTHS ARE LISTED

ON THE PROFILE.

NOTE:

UTILITY CONSTRUCTION ONLY - RWRA

DAVIESS 2-287.01 U5-RWRA

410

415

420

425

430

435

440

445

450

455

460

465

470

475

480

485

490

460

465

470

475

480

485

490

560+00

F

SE

E S

HE

ET

U3

-RW

RA

FO

R C

ON

TIN

UA

TIO

N

INE

D"

EXISTING 20"

FORCEMAIN

DATUM

DD

-MM

M-Y

YY

Y H

H:M

M

Cell

Nam

e:

spf

PR

EP

AR

ED

BY

CH

EC

KE

D B

Y

AP

PR

OV

ED

BY

DA

TE

DA

TE

DATUM

Cell L

ibrary: k

ytc.c

el

COUNTY OF ITEM NO. SHEET NO.

DA

TE

G"

US 60 BYPASS

STA 560+00 TO STA 575+00

410

415

420

425

430

435

440

445

450

455

561+00 562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00

573+00 574+00 575+00

PROPOSED GRADE

L 432.45 (FORCE MAIN ELEV.)

PROPOSED DOUBLE 30" STEEL CASING PIPES

TO CARRY DOUBLE 20" PVC FORCE MAINS

PROPOSED DOUBLE 20" AWWA C-905 DR-25 PVC FORCE MAINS

SEE SHEET U8-RWRA FOR CONTINUATION

FL 433.60

CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3’ OF

COVER OVER THE FORCE MAIN UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

S = 0.00248

464.48’ OF 20" PVC FORCE MAIN

RA

MP

"

MA

IN L

RA

MP

"

EXISTING GRADE

EXISTING 18"

FORCEMAIN

DRAWN FROM STATION OFFSETS ON PLAN SHEET.

THE ACTUAL FORCE MAIN LENGTHS ARE LISTED

ON THE PROFILE.

NOTE:

TABLE OF CONTENTS

PART I SCOPE OF WORK• PROJECT(S), COMPLETION DATE(S), & LIQUIDATED DAMAGES• CONTRACT NOTES• FEDERAL CONTRACT NOTES• TRAINEES• OPTION A• SPECIAL NOTE(S) APPLICABLE TO PROJECT• WASTE AND BORROWED SITES• RIGHT OF WAY NOTES• UTILITY CLEARANCE• UTILITY SPECIFICATIONS• KPDES STORM WATER PERMIT, BMP AND NOI• COMMUNICATING ALL PROMISES• PERMIT(S)

PART II SPECIFICATIONS AND STANDARD DRAWINGS• SPECIFICATIONS REFERENCE• SUPPLEMENTAL SPECIFICATIONS• [SN-1I] PORTABLE CHANGEABLE SIGNS• [SN-9Y] MATERIAL TRANSFER VEHICLE• [SN-10T] ACCEPTANCE OF JPC PAVEMENT THICKNESS• [SN-11D] ROCK BLASTING• [SP-69] EMBANKMENT AT BRIDGE END BENT STRUCTURES

PART III EMPLOYMENT, WAGE AND RECORD REQUIREMENTS• FEDERAL-AID CONSTRUCTION CONTRACTS - FHWA 1273• NONDISCRIMINATION OF EMPLOYEES• EXECUTIVE BRANCH CODE OF ETHICS• TRAINING SPECIAL PROVISIONS• PROJECT WAGE RATES• NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EEO

PART IV INSURANCE

PART V BID ITEMS

DAVIESS COUNTYSTP 0604 (011)

Revised: 7-8-11Contract ID: 111324

Page 2 of 211

DAVIESS COUNTYSTP 0604 (011)

Added: 7-8-11Contract ID: 111324

Page 26(a) of 211

DAVIESS COUNTYSTP 0604 (011)

Added: 7-8-11Contract ID: 111324

Page 26(b) of 211

DAVIESS COUNTYSTP 0604 (011)

Added: 7-8-11Contract ID: 111324

Page 26(c) of 211

Special Note for Regional Water Resource Agency

This addendum applies to the Regional Water Resource Agency (RWRA) 20-inch, 12-inch, and 6-inch force mains on Phase II of the U. S. 60 Bypass Extension in Owensboro, Kentucky. The class of pipe is shown incorrectly on the plan sheets. The 20-inch C-905 force mains, the 12-inch C-900 force mains and the 6-inch C-900 force mains shall bepressure rated DR-18. The rating is incorrectly shown as DR-25 on the plans. Again, all RWRA force mains shall be DR-18 PVC C-905 or C-900 PVC pipe.

DAVIESS COUNTYSTP 0604 (011)

Added: 7-8-11Contract ID: 111324

Page 96(a) of 211