March 17, 2015

CALL NO. 100

CONTRACT ID NO. 151001

ADDENDUM # 1

Subject: Mercer County, STP BRZ 0703 (325)

Letting March 20, 2015

(1)Revised – Plan Sheets – R1, R2, R2A, R4, X3 & X4

(2)Added - Plan Sheets – R7G & R7H

(3)Revised – Bid Items – Pages 140-141 of 141

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

Procurement/.

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

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

Sincerely,

Diana Castle Radcliffe

Director

Division of Construction Procurement

DR:ks

Enclosures

BEGIN CONSTRUCTIONSTA. 12+00.00

END CONSTRUCTIONSTA. 22+00.00

DEEP CREEK ROAD (CR 1225)

CONSTRUCT 60’-120’-70’ BRIDGESTA. 16+60.00

PROJECT SHALL BE BY PERMITTHE CONTROL OF ACCESS ON THIS

SURFACING PLANSTHESE ARE GRADE, DRAIN, ANDGRAPHIC SCALE IN MILES

ANANIAS CALVIN III

NOVEMBER 21, 2014

STP BRZ 0703 (325)

0 1 31 2

RDP-010-08

RDP-006-03

RDP-005-04

RDP-001-05

RBR-016-04

RBI-002-06

RBI-001-10

BHS-007-06

TTD-110-01

RGX-200

RGX-010-03

RGX-001-05

RDX-230

RDX-220-04

RDX-210-02

TOTAL STD. DRAWINGS = 15

2A, 2B, 7A, 7B, 7C, 7D, 7E, 7F

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDED

PLANS OF

PROPOSED PROJECT

STATE HIGHWAY ENGINEER

PROJECT

LIN. FT.

COUNTY OF

ITEM NO.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH

PROJECT MANAGER

RECOMMENDED BY:

PLAN APPROVED BY:

DATE:

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

Commonwealth of Kentucky

MERCER

07-1117.00

STP BRZ 0703 (325)

FD52 084 1225 002-003

10-3-2014

1,000 0.19

0

250

CROSS SECTION SHEETS

STRUCTURE PLANS

COORDINATE CONTROL SHEETS

EROSION CONTROL SHEETS

TRAFFIC CONTROL SHEETS

DETAIL SHEETS

RIGHT OF WAY SUMMARY SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS-SUMMARY OF QUANTITIES

LAYOUT SHEET

X1-X11

S

R11

R10

R8-R9

R7-R7F

R6

R3-R5

R2-R2B

R1

E-S

HE

ET

NA

ME:

R0010

0LS

Micro

Statio

n v8.11.7.18

0

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R1

DESIGN CRITERIA

DESIGNED

CLASS OF HIGHWAY

TYPE OF TERRAIN

DESIGN SPEED

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE

DHV

D %

T %

% RESTRICTED SD

LEVEL OF SERVICE

MAX. DISTANCE W/O PASSING

LATITUDE DEGREES

LONGITUDE SECONDS WEST

SECONDS NORTH

DEGREES

ADT PRESENT ( )

ADT FUTURE ( )

GEOGRAPHIC COORDINATES

RURAL LOCAL

ROLLING

15 MPH

2011200

2034 300

(2011) 30 (2034) 40

(2011) 10.4% (2034) 13%

MINUTES

MINUTES

January

1, 0001

DA

TE P

LO

TT

ED:

tyler.

mills

US

ER:

44

57

11

3184

37

DATE:

BRIDGE REPLACEMENTDEEP CREEK ROAD (CR 1225)

MERCER COUNTY

C:\

PW

WO

RK\

TY

LE

R.

MIL

LS\

D0992786\

R0010

0LS.

DG

NFIL

E

NA

ME:

BEGIN CONSTRUCTIONSTA. 12+00.00

END CONSTRUCTIONSTA. 22+00.00

DEEP CREEK ROAD (CR 1225)

CONSTRUCT 60’-120’-70’ BRIDGESTA. 16+60.00

PROJECT SHALL BE BY PERMITTHE CONTROL OF ACCESS ON THIS

SURFACING PLANSTHESE ARE GRADE, DRAIN, ANDGRAPHIC SCALE IN MILES

ANANIAS CALVIN III

NOVEMBER 21, 2014

STP BRZ 0703 (325)

0 1 31 2

RDP-010-08

RDP-006-03

RDP-005-04

RDP-001-05

RBR-016-04

RBI-002-06

RBI-001-10

BHS-007-06

TTD-110-01

RGX-200

RGX-010-03

RGX-001-05

RDX-230

RDX-220-04

RDX-210-02

TOTAL STD. DRAWINGS = 15

2A, 2B, 7A, 7B, 7C, 7D, 7E, 7F

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDED

PLANS OF

PROPOSED PROJECT

STATE HIGHWAY ENGINEER

PROJECT

LIN. FT.

COUNTY OF

ITEM NO.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.

LENGTH

PROJECT MANAGER

RECOMMENDED BY:

PLAN APPROVED BY:

DATE:

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

Commonwealth of Kentucky

MERCER

07-1117.00

STP BRZ 0703 (325)

FD52 084 1225 002-003

10-3-2014

1,000 0.19

0

250

CROSS SECTION SHEETS

STRUCTURE PLANS

COORDINATE CONTROL SHEETS

EROSION CONTROL SHEETS

TRAFFIC CONTROL SHEETS

DETAIL SHEETS

RIGHT OF WAY SUMMARY SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS-SUMMARY OF QUANTITIES

LAYOUT SHEET

X1-X11

S

R11

R10

R8-R9

R7-R7F

R6

R3-R5

R2-R2B

R1

E-S

HE

ET

NA

ME:

R0010

0LS

Micro

Statio

n v8.11.7.18

0

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R1

DESIGN CRITERIA

DESIGNED

CLASS OF HIGHWAY

TYPE OF TERRAIN

DESIGN SPEED

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE

DHV

D %

T %

% RESTRICTED SD

LEVEL OF SERVICE

MAX. DISTANCE W/O PASSING

LATITUDE DEGREES

LONGITUDE SECONDS WEST

SECONDS NORTH

DEGREES

ADT PRESENT ( )

ADT FUTURE ( )

GEOGRAPHIC COORDINATES

RURAL LOCAL

ROLLING

15 MPH

2011200

2034 300

(2011) 30 (2034) 40

(2011) 10.4% (2034) 13%

MINUTES

MINUTES

January

1, 0001

DA

TE P

LO

TT

ED:

tyler.

mills

US

ER:

44

57

11

3184

37

DATE:

BRIDGE REPLACEMENTDEEP CREEK ROAD (CR 1225)

MERCER COUNTY

C:\

PW

WO

RK\

TY

LE

R.

MIL

LS\

D0992786\

R0010

0LS.

DG

NFIL

E

NA

ME:

6’2’6’6’2’

GRADE POINT

CL

2%2% 8%8%4:1

4:1 MIN

2:1 M

AX

2:1 M

AX

4:1 MIN

GRADE POINT

2% 2%

1.25" CL2 ASPH SURF 0.38D PG64-22

4" DGA

EARTH SHOULDER

1.25"

TYPICAL SECTIONS

DETAIL "A"DETAIL "A"

MAINLINE

NORMAL SECTION

BRIDGE SECTION

TYPICAL PCC I-BEAM

1OUTSIDE THE LIMITS OF THE SHOULDER. SEE CROSS SECTIONS FOR SLOPES

2

3

WIDEN SHOULDER 3’ FOR GUARDRAIL.

GUARDRAIL.PAVE SHOULDER TO THE FACE OF

CL

1

1

2 3

2’

GRADE POINT

CL

2%2%

3:1

4:1 MIN

2:1 M

AX

2:1 M

AX

4:1 MIN

1.25" CL2 ASPH SURF 0.38D PG64-22

4" DGA

EARTH SHOULDER

1.25"

2"

DETAIL "B"

1

1

3’

2" CL2 ASPH BASE 0.75D PG64-22

DETAIL "B"

APPROXIMATELY 1.25" SURFACE CL2 ASPH SURFACE 0.38D PG 64-221.25"

APPROXIMATELY 10" BASE

APPROXIMATELY 1.25" SURFACE CL2 ASPH SURFACE 0.38D PG 64-221.25"

APPROXIMATELY 6" BASE

ENTRANCES

NORMAL SECTION

8%

2’

8%

8’ 8’

CL2 ASPH BASE 0.75D PG 64-22 2"

DGA BASE4"

VARIESVARIES

3’

3.25" CL2 ASPH BASE 0.75D PG64-223.25" CL2 ASPH BASE 0.75D PG64-22

CL2 ASPH BASE 0.75D PG 64-22 (3.25"+3.25")6.5"

DGA BASE4"

~~ MAINLINE PAVEMENT ~~

~~ ENTRANCE PAVEMENT ~~

3.25"

3.25"

DEEP CREEK ROAD (CR 1225) OVER

March 13, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

E-S

HE

ET

NA

ME:

R00200

TS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R2

CHAPLIN RIVER

TYPICAL SECTIONS NTSSCALE: 1"=

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

R00200

TS.

DG

NFIL

E

NA

ME:

6’2’6’6’2’

GRADE POINT

CL

2%2% 8%8%4:1

4:1 MIN

2:1 M

AX

2:1 M

AX

4:1 MIN

GRADE POINT

2% 2%

1.25" CL2 ASPH SURF 0.38D PG64-22

4" DGA

EARTH SHOULDER

1.25"

TYPICAL SECTIONS

DETAIL "A"DETAIL "A"

MAINLINE

NORMAL SECTION

BRIDGE SECTION

TYPICAL PCC I-BEAM

1OUTSIDE THE LIMITS OF THE SHOULDER. SEE CROSS SECTIONS FOR SLOPES

2

3

WIDEN SHOULDER 3’ FOR GUARDRAIL.

GUARDRAIL.PAVE SHOULDER TO THE FACE OF

CL

1

1

2 3

2’

GRADE POINT

CL

2%2%

3:1

4:1 MIN

2:1 M

AX

2:1 M

AX

4:1 MIN

1.25" CL2 ASPH SURF 0.38D PG64-22

4" DGA

EARTH SHOULDER

1.25"

2"

DETAIL "B"

1

1

3’

2" CL2 ASPH BASE 0.75D PG64-22

DETAIL "B"

APPROXIMATELY 1.25" SURFACE CL2 ASPH SURFACE 0.38D PG 64-221.25"

APPROXIMATELY 10" BASE

APPROXIMATELY 1.25" SURFACE CL2 ASPH SURFACE 0.38D PG 64-221.25"

APPROXIMATELY 6" BASE

ENTRANCES

NORMAL SECTION

8%

2’

8%

8’ 8’

CL2 ASPH BASE 0.75D PG 64-22 2"

DGA BASE4"

VARIESVARIES

3’

3.25" CL2 ASPH BASE 0.75D PG64-223.25" CL2 ASPH BASE 0.75D PG64-22

CL2 ASPH BASE 0.75D PG 64-22 (3.25"+3.25")6.5"

DGA BASE4"

~~ MAINLINE PAVEMENT ~~

~~ ENTRANCE PAVEMENT ~~

3.25"

3.25"

DEEP CREEK ROAD (CR 1225) OVER

March 13, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

E-S

HE

ET

NA

ME:

R00200

TS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R2

CHAPLIN RIVER

TYPICAL SECTIONS NTSSCALE: 1"=

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

R00200

TS.

DG

NFIL

E

NA

ME:

REVISED 3/13/2015

3

1

1

9

2

LF

LF

1

2200 CU YD

2545 CLEARING AND GRUBBING LUMP SUM

5985 SEEDING AND PROTECTION SQ YD

5953 TEMP SEEDING AND PROTECTION SQ YD

5952 TEMP MULCH SQ YD

2701 TEMP SILT FENCE

2709 CLEAN TEMP SILT FENCE

2014 BARRICADE - TYPE III EACH

2429 RIGHT-OF-WAY MONUMENT TYPE 1 EACH

2650 MAINTAIN & CONTROL TRAFFIC LUMP SUM

2731 REMOVE STRUCTURE LUMP SUM

2360

2371 GUARDRAIL END TREATMENT TYPE 7 EACH

5950 EROSION CONTROL BLANKET SQ YD

1

1

2569 DEMOBILIZATION LUMP SUM

2726 STAKING LUMP SUM

2242 WATER M GAL

TONS

TONS

69

372

1.25" CL2 ASPH SURF 0.38D PG64-22

1 TONS 255

301

221

2706 4

2703 2SILT TRAP TYPE A EACH

CLEAN SILT TRAP TYPE A EACH

5989 SQ YD

2363

CL2 ASPH SURF 0.38D PG64-22

CL2 ASPH BASE 0.75D PG64-22

DGA BASE

EACH 9WITNESS POST2432

Sta. 12+00 to 22+00

Earthwork Quantities

=

=

Emb

Com

1

1017

1063

438

358

1000

4" DGA BASE 1108

1084

1130

1448

1556

7794

443SPECIAL SEEDING CROWN VETCH (USE ON 2:1 SLOPES)

10,681

2544

5088

381

381

GUARDRAIL TERMINAL SECTION NO. 1 EACH

26

42

88

824

9.5

2607

358

0

28

LFLF

440 443

2" CL2 ASPH BASE 0.75D PG64-22 381 381

R4

R4

0

0

36

56

2351 GUARDRAIL-STEEL W BEAM-S FACE LF 50

2483 TONSCHANNEL LINING CLASS II 467

ROADWAY EXCAVATION

3.25" CL2 ASPH BASE 0.75D PG64-22

3.25" CL2 ASPH BASE 0.75D PG64-22

ENT. LT. STA. 13+30

ENT. RT. STA. 20+50

ENT. LT. STA. 18+50

LF

M

M

M

R12

2,607

1,507

1.25

0.75

0.75

56 36 28

2091 196REMOVE PAVEMENT SQ YD

450

5992

5964

5963 TON

TON

INITIAL FERTILIZER

20-10-10 FERTILIZER

AGRICULTURAL LIMESTONE TON

2562 TEMPORARY SIGNS SQ FT

0.24

0.40

5

2707 4

2704 2SILT TRAP TYPE B EACH

CLEAN SILT TRAP TYPE B EACH

67

67

67

67

MAIN

LIN

E

SH

OU

LD

ER

S

MAIN

LIN

E

SH

OU

LD

ER

S

5

24

15

100

1

NOTES

ALL ASPHALT MIXTURES SHALL BE

ESTIMATED AT 110 LBS. PER SQ. YD.

PER INCH OF DEPTH, UNLESS NOTED

OTHERWISE.

ESTIMATED AT 115 LBS. PER SQ. YD.

PER INCH OF DEPTH.

PAVING SUMMARY

ITEM UNIT

GENERAL SUMMARY

ITEM UNIT

SQUARE YARDS

ITEM

PAVING AREAS

PR

OJE

CT

TO

TA

L

CODE

ITEM

CODE

ITEM

PR

OJE

CT

TO

TA

L

PR

OJE

CT

TO

TA

L

2

3

3

4

45

5

MAIN

LIN

EM

AIN

LIN

E

1

2

BY MAINTAINING TRAFFIC ONLY

FOR CONTROLLING DUST CAUSED

2.21 ACRES

CLEARING AND GRUBBING FOR

TRUSS BRIDGE

64’ - 120’ - 60’ STEEL

= 189 SQ YDS

SLOPES BETWEEN 2:1 AND 3:1)

SEED MIX TYPE II (USE ON

OR FLATTER) = 7,605 SQ YDS

SEED MIX TYPE I (USE ON 3:1 SLOPES

EN

TR

AN

CES

EN

TR

AN

CES

PIPE SUMMARY

REMARKS

SH

EET

NO.

UNIT TO BID

ITEM CODE

SKEW

TOTAL PROJECT

DESIGN

pH

LEVEL

MAX.

COVER

HEIGHT

EN

TR

AN

CE

EN

TR

AN

CE

PIP

E - 15

"

PIP

E - 24"

EN

TR

AN

CE

PIP

E

15" E

QUIV.

DEEP CREEK ROAD (CR 1225) OVER

E-S

HE

ET

NA

ME:

R0020

AS

UMicro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R2A

CHAPLIN RIVER

SUMMARY SHEET

153

GUARDRAIL CONNECTOR TO BRIDGE END TYPE A EACH 4

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333530\

R0020

AS

U.

DG

NFIL

E

NA

ME:

1891 100ISLAND HEADER CURB TYPE 2 LF

March 17, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

3

1

1

9

2

LF

LF

1

2200 CU YD

2545 CLEARING AND GRUBBING LUMP SUM

5985 SEEDING AND PROTECTION SQ YD

5953 TEMP SEEDING AND PROTECTION SQ YD

5952 TEMP MULCH SQ YD

2701 TEMP SILT FENCE

2709 CLEAN TEMP SILT FENCE

2014 BARRICADE - TYPE III EACH

2429 RIGHT-OF-WAY MONUMENT TYPE 1 EACH

2650 MAINTAIN & CONTROL TRAFFIC LUMP SUM

2731 REMOVE STRUCTURE LUMP SUM

2360

2371 GUARDRAIL END TREATMENT TYPE 7 EACH

5950 EROSION CONTROL BLANKET SQ YD

1

1

2569 DEMOBILIZATION LUMP SUM

2726 STAKING LUMP SUM

2242 WATER M GAL

TONS

TONS

69

372

1.25" CL2 ASPH SURF 0.38D PG64-22

1 TONS 255

301

221

2706 4

2703 2SILT TRAP TYPE A EACH

CLEAN SILT TRAP TYPE A EACH

5989 SQ YD

2363

CL2 ASPH SURF 0.38D PG64-22

CL2 ASPH BASE 0.75D PG64-22

DGA BASE

EACH 9WITNESS POST2432

Sta. 12+00 to 22+00

Earthwork Quantities

=

=

Emb

Com

1

1017

1063

438

358

1000

4" DGA BASE 1108

1084

1130

1448

1556

7794

443SPECIAL SEEDING CROWN VETCH (USE ON 2:1 SLOPES)

10,681

2544

5088

381

381

GUARDRAIL TERMINAL SECTION NO. 1 EACH

26

42

88

824

9.5

2607

358

0

28

LFLF

440 443

2" CL2 ASPH BASE 0.75D PG64-22 381 381

R4

R4

0

0

36

56

2351 GUARDRAIL-STEEL W BEAM-S FACE LF 50

2483 TONSCHANNEL LINING CLASS II 467

ROADWAY EXCAVATION

3.25" CL2 ASPH BASE 0.75D PG64-22

3.25" CL2 ASPH BASE 0.75D PG64-22

ENT. LT. STA. 13+30

ENT. RT. STA. 20+50

ENT. LT. STA. 18+50

LF

M

M

M

R12

2,607

1,507

1.25

0.75

0.75

56 36 28

2091 196REMOVE PAVEMENT SQ YD

450

5992

5964

5963 TON

TON

INITIAL FERTILIZER

20-10-10 FERTILIZER

AGRICULTURAL LIMESTONE TON

2562 TEMPORARY SIGNS SQ FT

0.24

0.40

5

2707 4

2704 2SILT TRAP TYPE B EACH

CLEAN SILT TRAP TYPE B EACH

67

67

67

67

MAIN

LIN

E

SH

OU

LD

ER

S

MAIN

LIN

E

SH

OU

LD

ER

S

5

24

15

100

1

NOTES

ALL ASPHALT MIXTURES SHALL BE

ESTIMATED AT 110 LBS. PER SQ. YD.

PER INCH OF DEPTH, UNLESS NOTED

OTHERWISE.

ESTIMATED AT 115 LBS. PER SQ. YD.

PER INCH OF DEPTH.

PAVING SUMMARY

ITEM UNIT

GENERAL SUMMARY

ITEM UNIT

SQUARE YARDS

ITEM

PAVING AREAS

PR

OJE

CT

TO

TA

L

CODE

ITEM

CODE

ITEM

PR

OJE

CT

TO

TA

L

PR

OJE

CT

TO

TA

L

2

3

3

4

45

5

MAIN

LIN

EM

AIN

LIN

E

1

2

BY MAINTAINING TRAFFIC ONLY

FOR CONTROLLING DUST CAUSED

2.21 ACRES

CLEARING AND GRUBBING FOR

TRUSS BRIDGE

64’ - 120’ - 60’ STEEL

= 189 SQ YDS

SLOPES BETWEEN 2:1 AND 3:1)

SEED MIX TYPE II (USE ON

OR FLATTER) = 7,605 SQ YDS

SEED MIX TYPE I (USE ON 3:1 SLOPES

EN

TR

AN

CES

EN

TR

AN

CES

PIPE SUMMARY

REMARKS

SH

EET

NO.

UNIT TO BID

ITEM CODE

SKEW

TOTAL PROJECT

DESIGN

pH

LEVEL

MAX.

COVER

HEIGHT

EN

TR

AN

CE

EN

TR

AN

CE

PIP

E - 15

"

PIP

E - 24"

EN

TR

AN

CE

PIP

E

15" E

QUIV.

DEEP CREEK ROAD (CR 1225) OVER

E-S

HE

ET

NA

ME:

R0020

AS

UMicro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R2A

CHAPLIN RIVER

SUMMARY SHEET

153

GUARDRAIL CONNECTOR TO BRIDGE END TYPE A EACH 4

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333530\

R0020

AS

U.

DG

NFIL

E

NA

ME:

1891 100ISLAND HEADER CURB TYPE 2 LF

March 17, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

REVISED 3/13/2015

C

C

C

C

C

C

C

C

CC

CC

CC

C

C

CC

C

C

10+00

15+00

20

+00

PI 11

+41.

52

PC 12

+06.86

PT 13

+38.0

0

PC 13

+62.6

7

PT 14

+63.16

PC 20

+26.39

PT 22+15.47

PC 50+17.77

PT 50

+87.12

PC 51+

13.08

PT 51+

63.32

POE 51+

75.26

PI 50+59.3

3

PI 51+

40.5

5

STA 51+70.00

END CONST

ENTRANCE

STA 50+00.00

STA 18+50.00 ML =

-15.00’

+100.00

-38.00’

+70.00

15.00’

+00.00

-60.00’

+00.00

-120.00’

+25.00-127.00’

+55.00

-114.00’

+90.00

33.05’

+40.00

-38.00’

+23.00

153.41’

N 42°21’04" E83.9

4’N 1°45

’12" W

466.82’

N 12°14’34" E

-58.00’

+50.00

258.72’

N 17°09’40" E

68.15’

N 65°02’44" E

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

-47.00’

+10.00

-46.17’

+30.00

C.P. #1

C.P. #2

C.P. #3

C.P. #4

C.P. #5

C.P. #6

’5

2R

’02R

’5

2R

’5

2R

’52

R

’5

2R

44.00’

+15.00

-14.22’

+100.00

44.00’

+82.00

21.86’

+82.0028.79’

+00.00

PI S

TA

=12

+76.95

PI S

TA=14

+14.88

PI S

TA

=21+

21.

37

PROP. R/W PROP. R/WPROP. R/W

STA 12+00.00

BEGIN CONST

STA 22+00.00

END CONST

e=N.C.

E=8.83’

R=150.00’

L=100.49’

T=52.21’

PI STA=14+14.88

e=N.C.

E=15.57’

R=150.00’

L=131.14’

T=70.09’

PI STA=12+76.95

E=15.02’

R=50.00’

L=69.35’

T=41.56’

PI STA=50+59.33

ENTRANCE

E=7.05’

R=50.00’

L=50.24’

T=27.47’

PI STA=51+40.55

ENTRANCE

e=N.C.

E=5.62’

R=800.00’

L=189.08’

T=94.98’

PI STA=21+21.37

182.84’

N 42°34’48" E

50.45’

+00.00

42.00’

+00.0050.64’

N 20°50’57" E

PROP. R/W

-52.28’

+00.00-48.71’

+07.51

48.31’

+38.56

15.04’

+27.57

3’ SPL. F.B. DT. LT.

15"

24"

PCI BEAM BRIDGE

M.L. STA. 16+60 CONST. 3-SPAN (60’ -120’ - 70’)

OF IN ACCORDANCE WITH CURRENT SPECIFICATIONS.

OF THE CONTRACTOR AND SHALL BE DISPOSED

EXISTING BRIDGE SHALL BECOME THE PROPERT

STEEL TRUSS BRIDGE. ALL MATERIAL IN THE

M.L. STA. 16+60 REMOVE EXIST. 3-SPAN (64’-120’-60’)

RT. M.L. STA. 14+60 BEGIN PAVED SHOULDER

REMOVE EXISTING PAVEMENT (25 S.Y.)

RT. M.L. STA. 15+06 TO RT. M.L. STA. 15+35

REMOVE EXISTING PAVEMENT (171 S.Y.)

RT. M.L. STA. 17+88 TO RT. M.L. STA. 19+97

RT. M.L. STA. 18+60 END PAVED SHOULDER

WITH 56 L.F. 15" ENTRANCE PIPE

RT. M.L. STA. 20+50 CONST. 25’ ASPHALT ENTRANCE (106 SY)

15" EQUIV

LT. M.L. STA. 18+40 END PAVED SHOULDER

WITH 28 L.F. 24" ENTRANCE PIPE

LT M.L. STA 18+50 CONST. 10’ ASPHALT ENTRANCE (225 SY)

NORMAL "V" DITCH WITH 44 S.Y. ECB (D=1’)

RT. M.L. STA. 12+50 TO RT. M.L. STA. 13+00 CONST.

SPL. "V" DITCH WITH 222 S.Y. ECB (D=1’)

RT. M.L. STA. 13+00 TO RT. M.L. STA. 15+50 CONST.

NORMAL "V" DITCH WITH 55 S.Y. ECB (D=1’)

LT. M.L. STA. 12+50 TO LT. M.L. STA. 13+12 CONST.

WITH 36 L.F. 15" EQUIV. ENTRANCE PIPE

LT. M.L. STA. 13+30 CONST. 13.5’ ASPHALT ENTRANCE (50 SY)

LT. M.L. STA. 14+60 BEGIN PAVED SHOULDER

(D=1’, t=1.25’)

SPL. 2’ F.B. DT. WITH 158 TONS CL II CHANNEL LINING

RT. M.L. STA. 17+85 TO RT. M.L. STA. 21+00 CONSTRUCT

(D=1’, T=1.25’)

SPL. 3’ F.B. DITCH WITH 84 TONS CL II CHANNEL LINING

LT. M.L. STA. 18+70 TO LT. M.L. STA. 19+77 CONSTRUCT

(D=1", T=1.25)

SPL. 3’ F.B. DITCH WITH 85 TONS CL II CHANNEL LINING

RT. ENT. STA. 50+25 TO RT. ENT. STA. 51+70 CONSTRUCT

SPL. "V" DT. WITH 37 S.Y. ECB (D=1’)

LT. M.L. STA. 17+85 TO LT. M.L. STA. 18+25 CONSTRUCT

(D=1’, T=1.25’)

SPL. 2’ F.B. DITCH WITH 140 TONS CL II CHANNEL LINING

LT. M.L. STA. 19+77 TO LT. M.L. STA. 21+75 CONSTRUCT

2’ F.B. SPL. DT. RT.

2’ SPL. F.B. DT. LT.

0’ 100’ 200’50’

GA

TE

GA

TE

PO

ST

GA

TE

PO

ST

WM

WV

WV

WV

DIR

T

TRI

D

LE

VA

RG

IE= 754.81

OE=754.65

"0

3

PC

R

BA

RN

Chaplin River

Chaplin River

DE

EP

CR

EE

K

RO

AD

DEEP CREEK ROAD

GR

AV

EL

WV

WM

GA

TE

GA

TE

QU

AD

HA

CK

BE

RR

Y

WM

APRIL BRADLEYSHARON BRADLEY (WF.)TOM BRADLEY

BEVERLY RUSSELL (WF.)WAYNE RUSSELL

BARBARA LOGUE (WF.)KERMIT LOGUE

1

P

4

P

2

P

3

P

TO KY 152}

SUE ABRAMS-GRAY (WF.)ROBERT GRAY

1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2, AND

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

LT. M.L. STA. 14+60 TO LT. M.L. STA 15+35 CONSTRUCT

AND 1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2,

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

RT. M.L. STA. 14+60 TO RT. M.L. STA. 15+35 CONSTRUCT

AND 1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2,

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

RT. M.L. STA. 17+85 TO RT. M.L. STA 18+60 CONSTRUCT

AND 1-GUARDRAIL TERMINAL SECT. NO. 1

25 L.F. OF ISLAND HEADER CURB TY 2,

1- GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

50 L.F. STEEL "W" BEAM GUARDRAIL SINGLE FACE,

LT. M.L. STA. 17+85 TO LT. M.L. STA 18+40 CONSTRUCT

DEEP CREEK ROAD (CR 1225) OVER

March 17, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

E-S

HE

ET

NA

ME:

R00400

PL

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R4

CHAPLIN RIVER

STA. 12+00 TO STA. 22+00 50’SCALE: 1"=

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333530\

R00400

PL.

DG

NFIL

E

NA

ME:

C

C

C

C

C

C

C

C

CC

CC

CC

C

C

CC

C

C

10+00

15+00

20

+00

PI 11

+41.

52

PC 12

+06.86

PT 13

+38.0

0

PC 13

+62.6

7

PT 14

+63.16

PC 20

+26.39

PT 22+15.47

PC 50+17.77

PT 50

+87.12

PC 51+

13.08

PT 51+

63.32

POE 51+

75.26

PI 50+59.3

3

PI 51+

40.5

5

STA 51+70.00

END CONST

ENTRANCE

STA 50+00.00

STA 18+50.00 ML =

-15.00’

+100.00

-38.00’

+70.00

15.00’

+00.00

-60.00’

+00.00

-120.00’

+25.00-127.00’

+55.00

-114.00’

+90.00

33.05’

+40.00

-38.00’

+23.00

153.41’

N 42°21’04" E83.9

4’N 1°45

’12" W

466.82’

N 12°14’34" E

-58.00’

+50.00

258.72’

N 17°09’40" E

68.15’

N 65°02’44" E

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

ENTR. CONSTRUCTION

TEMP. EASEMENT FOR

-47.00’

+10.00

-46.17’

+30.00

C.P. #1

C.P. #2

C.P. #3

C.P. #4

C.P. #5

C.P. #6

’5

2R

’02R

’5

2R

’5

2R

’52

R

’5

2R

44.00’

+15.00

-14.22’

+100.00

44.00’

+82.00

21.86’

+82.0028.79’

+00.00

PI S

TA

=12

+76.95

PI S

TA=14

+14.88

PI S

TA

=21+

21.

37

PROP. R/W PROP. R/WPROP. R/W

STA 12+00.00

BEGIN CONST

STA 22+00.00

END CONST

e=N.C.

E=8.83’

R=150.00’

L=100.49’

T=52.21’

PI STA=14+14.88

e=N.C.

E=15.57’

R=150.00’

L=131.14’

T=70.09’

PI STA=12+76.95

E=15.02’

R=50.00’

L=69.35’

T=41.56’

PI STA=50+59.33

ENTRANCE

E=7.05’

R=50.00’

L=50.24’

T=27.47’

PI STA=51+40.55

ENTRANCE

e=N.C.

E=5.62’

R=800.00’

L=189.08’

T=94.98’

PI STA=21+21.37

182.84’

N 42°34’48" E

50.45’

+00.00

42.00’

+00.0050.64’

N 20°50’57" E

PROP. R/W

-52.28’

+00.00-48.71’

+07.51

48.31’

+38.56

15.04’

+27.57

3’ SPL. F.B. DT. LT.

15"

24"

PCI BEAM BRIDGE

M.L. STA. 16+60 CONST. 3-SPAN (60’ -120’ - 70’)

OF IN ACCORDANCE WITH CURRENT SPECIFICATIONS.

OF THE CONTRACTOR AND SHALL BE DISPOSED

EXISTING BRIDGE SHALL BECOME THE PROPERT

STEEL TRUSS BRIDGE. ALL MATERIAL IN THE

M.L. STA. 16+60 REMOVE EXIST. 3-SPAN (64’-120’-60’)

RT. M.L. STA. 14+60 BEGIN PAVED SHOULDER

REMOVE EXISTING PAVEMENT (25 S.Y.)

RT. M.L. STA. 15+06 TO RT. M.L. STA. 15+35

REMOVE EXISTING PAVEMENT (171 S.Y.)

RT. M.L. STA. 17+88 TO RT. M.L. STA. 19+97

RT. M.L. STA. 18+60 END PAVED SHOULDER

WITH 56 L.F. 15" ENTRANCE PIPE

RT. M.L. STA. 20+50 CONST. 25’ ASPHALT ENTRANCE (106 SY)

15" EQUIV

LT. M.L. STA. 18+40 END PAVED SHOULDER

WITH 28 L.F. 24" ENTRANCE PIPE

LT M.L. STA 18+50 CONST. 10’ ASPHALT ENTRANCE (225 SY)

NORMAL "V" DITCH WITH 44 S.Y. ECB (D=1’)

RT. M.L. STA. 12+50 TO RT. M.L. STA. 13+00 CONST.

SPL. "V" DITCH WITH 222 S.Y. ECB (D=1’)

RT. M.L. STA. 13+00 TO RT. M.L. STA. 15+50 CONST.

NORMAL "V" DITCH WITH 55 S.Y. ECB (D=1’)

LT. M.L. STA. 12+50 TO LT. M.L. STA. 13+12 CONST.

WITH 36 L.F. 15" EQUIV. ENTRANCE PIPE

LT. M.L. STA. 13+30 CONST. 13.5’ ASPHALT ENTRANCE (50 SY)

LT. M.L. STA. 14+60 BEGIN PAVED SHOULDER

(D=1’, t=1.25’)

SPL. 2’ F.B. DT. WITH 158 TONS CL II CHANNEL LINING

RT. M.L. STA. 17+85 TO RT. M.L. STA. 21+00 CONSTRUCT

(D=1’, T=1.25’)

SPL. 3’ F.B. DITCH WITH 84 TONS CL II CHANNEL LINING

LT. M.L. STA. 18+70 TO LT. M.L. STA. 19+77 CONSTRUCT

(D=1", T=1.25)

SPL. 3’ F.B. DITCH WITH 85 TONS CL II CHANNEL LINING

RT. ENT. STA. 50+25 TO RT. ENT. STA. 51+70 CONSTRUCT

SPL. "V" DT. WITH 37 S.Y. ECB (D=1’)

LT. M.L. STA. 17+85 TO LT. M.L. STA. 18+25 CONSTRUCT

(D=1’, T=1.25’)

SPL. 2’ F.B. DITCH WITH 140 TONS CL II CHANNEL LINING

LT. M.L. STA. 19+77 TO LT. M.L. STA. 21+75 CONSTRUCT

2’ F.B. SPL. DT. RT.

2’ SPL. F.B. DT. LT.

0’ 100’ 200’50’

GA

TE

GA

TE

PO

ST

GA

TE

PO

ST

WM

WV

WV

WV

DIR

T

TRI

D

LE

VA

RG

IE= 754.81

OE=754.65

"0

3

PC

R

BA

RN

Chaplin River

Chaplin River

DE

EP

CR

EE

K

RO

AD

DEEP CREEK ROAD

GR

AV

EL

WV

WM

GA

TE

GA

TE

QU

AD

HA

CK

BE

RR

Y

WM

APRIL BRADLEYSHARON BRADLEY (WF.)TOM BRADLEY

BEVERLY RUSSELL (WF.)WAYNE RUSSELL

BARBARA LOGUE (WF.)KERMIT LOGUE

1

P

4

P

2

P

3

P

TO KY 152}

SUE ABRAMS-GRAY (WF.)ROBERT GRAY

1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2, AND

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

LT. M.L. STA. 14+60 TO LT. M.L. STA 15+35 CONSTRUCT

AND 1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2,

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

RT. M.L. STA. 14+60 TO RT. M.L. STA. 15+35 CONSTRUCT

AND 1 END TREATMENT TYPE 7

25 L.F. OF ISLAND HEADER CURB TY 2,

1-GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

RT. M.L. STA. 17+85 TO RT. M.L. STA 18+60 CONSTRUCT

AND 1-GUARDRAIL TERMINAL SECT. NO. 1

25 L.F. OF ISLAND HEADER CURB TY 2,

1- GUARDRAIL CONNECTOR TO BRIDGE END TYPE A,

50 L.F. STEEL "W" BEAM GUARDRAIL SINGLE FACE,

LT. M.L. STA. 17+85 TO LT. M.L. STA 18+40 CONSTRUCT

DEEP CREEK ROAD (CR 1225) OVER

March 17, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

E-S

HE

ET

NA

ME:

R00400

PL

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R4

CHAPLIN RIVER

STA. 12+00 TO STA. 22+00 50’SCALE: 1"=

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333530\

R00400

PL.

DG

NFIL

E

NA

ME:

REVISED 3/13/2015

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+50

740

750

760

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+00

740

750

760

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+50

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

16+00

730

740

750

760

755.09

3:13:1

755.85

2:1

2% 2%

756.68

748.3

748.1

746.8

747.4

756.28

LT. STA. 14+60 BEGIN PAVED SHOULDER

COM EMB

0

E-S

HE

ET

NA

ME:

X00300

XS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 7-1117.00 X3

SCALE: 1" =

1" =

10’ HORIZONTAL

10’ VERTICAL

STA. 14+50 TO STA. 16+00

MAINLINE

RT. STA. 14+60 BEGIN PAVED SHOULDER

RT. STA. 14+60 END 3’ SHOULDER TAPER FOR GUARDRAIL

4:1

3:13:1

LT. STA. 14+60 END 3’ SHOULDER TAPER FOR GUARDRAIL

LT. STA. 15+35 END GUARDRAIL

2:1

4:1

RT. STA. 15+35 END GUARDRAIL

RT. STA. 15+50 END SPL. "V" DITCH

5665

33 446

31961

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

748.44

748.02

STA. 15+35 END EMB (DEA)

STA. 15+50 END COM (DEA)

2% 2%

2% 2%

RT. STA. 14+60 BEGIN GUARDRAIL

(END TREATMENT TYPE 7, 0’ OFFSET)

LT. STA. 14+60 BEGIN GUARDRAIL

(END TREATMENT TYPE 7, 0’ OFFSET)

0EMB

0COM

0EMB

0COM

236EMB

3COM

246EMB

33COM

2% 2%

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

X00300

XS.

DG

NFIL

E

NA

ME:

March 13, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+50

740

750

760

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+00

740

750

760

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+50

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

16+00

730

740

750

760

755.09

3:13:1

755.85

2:1

2% 2%

756.68

748.3

748.1

746.8

747.4

756.28

LT. STA. 14+60 BEGIN PAVED SHOULDER

COM EMB

0

E-S

HE

ET

NA

ME:

X00300

XS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 7-1117.00 X3

SCALE: 1" =

1" =

10’ HORIZONTAL

10’ VERTICAL

STA. 14+50 TO STA. 16+00

MAINLINE

RT. STA. 14+60 BEGIN PAVED SHOULDER

RT. STA. 14+60 END 3’ SHOULDER TAPER FOR GUARDRAIL

4:1

3:13:1

LT. STA. 14+60 END 3’ SHOULDER TAPER FOR GUARDRAIL

LT. STA. 15+35 END GUARDRAIL

2:1

4:1

RT. STA. 15+35 END GUARDRAIL

RT. STA. 15+50 END SPL. "V" DITCH

5665

33 446

31961

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

748.44

748.02

STA. 15+35 END EMB (DEA)

STA. 15+50 END COM (DEA)

2% 2%

2% 2%

RT. STA. 14+60 BEGIN GUARDRAIL

(END TREATMENT TYPE 7, 0’ OFFSET)

LT. STA. 14+60 BEGIN GUARDRAIL

(END TREATMENT TYPE 7, 0’ OFFSET)

0EMB

0COM

0EMB

0COM

236EMB

3COM

246EMB

33COM

2% 2%

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

X00300

XS.

DG

NFIL

E

NA

ME:

March 13, 2015

DA

TE P

LO

TT

ED:

case

y.s

mit

hU

SE

R:

REVISED 3/13/2015

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

16+50

730

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

17+00

730

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

17+50

730

740

750

760

757.07

757.46

757.85

736.4

742.2

749.4

COM EMB

0

E-S

HE

ET

NA

ME:

X00400

XS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 7-1117.00 X4

SCALE: 1" =

1" =

10’ HORIZONTAL

10’ VERTICAL

STA. 16+50 TO STA. 17+50

MAINLINE

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.0EMB

0COM

0EMB

0COM

0EMB

0COM

4

0

0

57

0

0

2% 2%

2% 2%

STA. 17+85 BEGIN EMB AND COM (D.E.A.)

RT. STA. 17+85 BEGIN GUARDRAILLT. STA. 17+85 BEGIN GUARDRAIL

LT. STA. 17+85 BEGIN SPL. "V" DT. RT. STA. 17+85 BEGIN SPL. 2’ F.B. DT.

2% 2%

March 13, 2015

DA

TE P

LO

TT

ED:

anania

s.calvin

US

ER:

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

X00400

XS.

DG

NFIL

E

NA

ME:

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

16+50

730

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

17+00

730

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

17+50

730

740

750

760

757.07

757.46

757.85

736.4

742.2

749.4

COM EMB

0

E-S

HE

ET

NA

ME:

X00400

XS

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

MERCER 7-1117.00 X4

SCALE: 1" =

1" =

10’ HORIZONTAL

10’ VERTICAL

STA. 16+50 TO STA. 17+50

MAINLINE

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.

WATER LINE

APPROX. ELEV.0EMB

0COM

0EMB

0COM

0EMB

0COM

4

0

0

57

0

0

2% 2%

2% 2%

STA. 17+85 BEGIN EMB AND COM (D.E.A.)

RT. STA. 17+85 BEGIN GUARDRAILLT. STA. 17+85 BEGIN GUARDRAIL

LT. STA. 17+85 BEGIN SPL. "V" DT. RT. STA. 17+85 BEGIN SPL. 2’ F.B. DT.

2% 2%

March 13, 2015

DA

TE P

LO

TT

ED:

anania

s.calvin

US

ER:

C:\

PW

WO

RK\

CA

SE

Y.S

MIT

H\

D0333625\

X00400

XS.

DG

NFIL

E

NA

ME:

REVISED 3/13/2015

~ NOTES ~

SINGLE OFFSET

BLOCKS

CURB BOX INLET TYPE B

SINGLE OFFSET BLOCKS

VARIABLE

SPLICE

BRIDGE WING

HOLEPLATE ’’A’’

5

6

CL

A

A

B

LC

5

GENERAL1.

a.

b.

c.

2. MATERIAL REQUIREMENTS

3. CONSTRUCTION METHODS

ELIMINATE EXTRA OFFSET BLOCKS WHEN CURB BOX INLET TYPE B IS NOT REQUIRED.

4. METHOD OF MEASUREMENT AND BASIS OF PAYMENT

a. GUARDRAIL CONNECTOR TO BRIDGE END TYPE A SHALL BE PAID FOR AT THE CONTRACT

UNIT PRICE EACH, AND INCLUDES: TERMINAL SECTION NO. 2; ALL ITEMS WHICH ARE IN

THE PLASTIC PIPE AND COST OF FORMING SHALL BE INCLUDED IN THE UNIT PRICE BID

FOR BRIDGE SUPERSTRUCTURE CONCRETE.

PLATE ’’A’’W

(LENGTH W + 6’’), 4 NUTS,

4 -�’’ HEX HEAD BOLTS

4 BEVELED WASHERS AND

4 FLAT WASHERS.

~ OR ~

4 BEVELED WASHERS AND

4 FLAT WASHERS.

TERMINAL SECT. NO. 2

SECTION B-B

5

5

6

11’-4’’ WHEN L=10’-0’’

16’-4’’ WHEN L=15’-0’’

21’-4’’ WHEN L=20’-0’’

ADDITION TO THE NORMAL INSTALLATION OF STEEL BEAM GUARDRAIL (EXTRA POSTS,

B

NORMAL GUARDRAIL INSTALLATION

DOUBLE OFFSET BLOCKS

ALL HARDWARE SHALL BE GALVANIZED. (AASHTO M-232)

POSTS, OFFSET BLOCKS, & RAIL ELEMENTS FOR DOUBLE STRENGTH

RODS (LENGTH W+8’’), 8 NUTS,

L EQUALS THROAT LENGTH OF BOX.

�’’ STEEL PLATE ’’A’’ (AASHTO M-270)

�’’ HEX HEAD BOLTS OR STEEL THREADED RODS (LENGTH AS SHOWN)

�’’ BEVELED WASHERS (�’’ MEAN THICKNESS) ( AASHTO M-293)

�’’ HEAVY HEX NUTS (�’’ THICK) (AASHTO M-291)

�’’ FLAT WASHERS (�’’ THICK) (AASHTO M-293)

BOTH THE BOLT AND THREADED ROD SHALL HAVE A MINIMUM OF 50,000 LBS.

9’-4�’’

1’-8�’’

3’-1�’’ 3’-1�’’

4 -�’’ STEEL THREADED

(22’-3’’ WHEN L=5’-0’’) (17’-3’’ WHEN L=10’-0’’) (12’-3’’ WHEN L=15’-0’’)

6’-4’’ WHEN L=5’-0’’

GUARDRAIL ONLY)

TUBE SCH. 40 GALVANIZED PIPE (ATTACH TO

6’’ I.D. x 9’’ LONG STEEL SPACER

3’’

W8X21

8’ LONG

HEIGHT

CURB

4’’

AT 1’-6�’’

6 SPACES

RUB RAIL

C6 X 8.2

7

SECTION C-C

6’’ TUBE

RUB RAIL

C6 X 8.2

7

C

C

RUB RAIL

C6 X 8.2

PLATE ’’B’’

PLATE ’’B’’

RUB RAIL

HOLE FOR

FIELD DRILL

HOLES TO BE FORMED THROUGH BRIDGE WING WITH 1’’ I.D. PLASTIC PIPE FOR �’’ BOLTS AND

�’’ I.D. PLASTIC PIPE FOR �’’ BOLTS, PIPE SHALL REMAIN IN PLACE.

4’’ CURB HEIGHT

(LGTH = W + 4’’)

AND WASHER

HEX HEAD NUT

HEAD BOLT,

�’’ BUTTON

RBR-010REQUIRMENTS AT SPLICE SEE CUR. STD. DWG.

RBB RBI RBR RPM-SERIES

SEE CUR. STD. DWG. FOR CURB BOX INLET TYPE B.RDB-SERIES

SEE CUR. STD. DWGS. IN THE , , , AND FOR OTHER RELATED

8.

(7’-3’’ WHEN L=20’-0’’). ON APPROACH END CONSTRUCT 25’-0’’ OF

HEX HEAD NUT.

�’’ X 3�’’ BUTTON HEAD BOLT,

RBC-003

TYPE A

PLAN VIEW

GUARDRAIL CONNECTOR TO BRIDGE END TYPE A IS FOR USE ON BOTH BRIDGE ENDS

1’-11’’

1’-11’’

1’-0’’

1’-11’’

1’-0’’

OF AN UNDIVIDED HIGHWAY AND ON THE APPROACH BRIDGE ENDS OF A DIVIDED

GUARDRAIL DETAILS AND BRIDGE PLANS FOR BRIDGE WING DETAIL.

FOR DRAINAGE.

CURB BOX NOT REQUIRED UNLESS NEEDED

25’-0’’ STEEL ’’W’’ BEAM GUARDRAIL (SINGLE FACE) 2 PLY WITH EXTRA

TYPE A

TO BRIDGE END

GUARDRAIL CONNECTOR

TENSILE STRENGTH AT THE NARROWEST POINT.

HIGHWAY.

TERMINAL SECT. NO. 2; FOR RECTANGULAR PLATE WASHER

b.

PAY UNITPAY ITEM

LF GUARDRAIL-STEEL "W" BEAM-S FACE

LFISLAND HEADER CURB TYPE 1 OR 2

EACHGUARDRAIL CONNECTOR TO BRIDGE END TY A

USE WITH CUR. STD. DWGS.

BHS-008 AND,RBC-002

SHAPE ON BRIDGE WING WITHIN 7’-3’’. LENGTH OF CURB VARIABLE

ISLAND HEADER CURB. TRANSITION FROM ISLAND CURB SHAPE TO

REQUIRED.

ISLAND HEADER CURB EVEN WHEN CURB BOX INLET TYPE B IS NOT

SECTION A-A

OFFSET BLOCK

a.

b.

EACHCURB BOX INLET TYPE B (AS REQUIRED)

WILL BE USED WHEN REQUIRED FOR BRIDGE END DRAINAGE.

WHICH ARE ALWAYS REQUIRED. CURB BOX INLET TYPE B IS A SEPARATE BID ITEM THAT

"W" BEAM GUARDRAIL (SINGLE FACE) AND ISLAND HEADER CURB ARE SEPARATE BID ITEMS

OTHER INCIDENTALS NECESSARY TO COMPLETE THE INSTALLATION AS DETAILED. STEEL

OFFSET BLOCKS, RAIL ELEMENTS, SPACER TUBE, HARDWARE, RUB RAIL, ETC.) , AND

10’-0’’ LENGTH IS REQUIRED UNLESS

OTHERWISE NOTED.

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

COUNTY OF ITEM NO. SHEET NO.

KENTUCKYDEPARTMENT OF HIGHWAYS

DATE

SUBMITTED

7-22-14

. .

.

.

026

U:\

PL

AN

PR

OC

ES

SIN

G

PR

OJ

EC

TS\

DIS

TRIC

T 07\07-1117.00 -

ME

RC

ER -

CR 12

25

OV

ER

CH

AP

LAIN

RIV

ER\

FIN

AL\

AD

DE

ND

UM\

R0070

GD

S.

DG

NFIL

E

NA

ME:

March 17, 2015

DA

TE P

LO

TT

ED:

chad.gree

nwell

US

ER:

MERCER 07-1117.00 R7G

4’’ 4’’

+

++

+

+

(TYP.)

6:1 SLOPE

BEVELED WASHER

4-HOLES

1’-0’’

1’-0’’

2�’’

3�’’

3�’’

2’’1’’ R

1’’ DIA.

�’’ STEEL PLATE ’’A’’

�’’ DIA.

�’’ 1�’’

1�’’

5�’’

8�’’

+

+ +

+ +

5’’

5’’

OPTIONAL

FOR HANDLING

DURING

GALVANIZING

CL1�’’ (TYP)

2’’

’’ HOLE (TYP)�A

A

SECTION A-ASIDE VIEW FRONT VIEW

8’-0’’

+

6’’

+ +

+ +

+

CL

1�’’ (TYP)

+

4’’

SECTION A-A

A

A

6’’

+

+ +

+ +

+

+ +

+ +

+

5’’

6’’

5’’

OPTIONAL

FOR HANDLING

DURING

GALVANIZING

CL

CL

SIDE VIEW FRONT VIEW

6’-0’’

1�’’ (TYP)

2’’

1�’’ (TYP)

’’ HOLE (TYP)�+

COMPONENTS

TYPE A AND A-1

TO BRIDGE END

GUARDRAIL CONNECTOR

+

7’’

CL

REAR ELEVATION

1�’’

1’-2’’

�’’ DIA.

6�’’

7’’

PLAN VIEW

�’’

OFFSET BLOCK TYPE 6

(TIMBER)

~ W6 X 9.0 STEEL GUARDRAIL POST ~

(USED WITH C6 X 8.2 RUB RAIL)

(FOR USE WITH W8 X 21 STEEL POST ONLY) ~ W8 X 21 STEEL GUARDRAIL POST ~

5�’’

�’’

HOLE FOR RUB RAIL HOLE FOR RUB RAIL

1 1

1 THESE HOLES REQUIRED FOR ATTACHING RAIL.

~ NOTES ~

9-27-13

014

March 17, 2015

DA

TE P

LO

TT

ED:

chad.gree

nwell

US

ER:

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.18

0U:\

PL

AN

PR

OC

ES

SIN

G

PR

OJ

EC

TS\

DIS

TRIC

T 07\07-1117.00 -

ME

RC

ER -

CR 12

25

OV

ER

CH

AP

LAIN

RIV

ER\

FIN

AL\

AD

DE

ND

UM

002\

SEPIA 014.

DG

NFIL

E

NA

ME:

COUNTY OF ITEM NO. SHEET NO.

MERCER 07-1117.00 R7H

KENTUCKYDEPARTMENT OF HIGHWAYS

DATE

SUBMITTED

PROPOSAL BID ITEMS

Report Date 3/17/15Page 1 of 2

151001

Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0010 00001 DGA BASE 358.00 TON $0020 00221 CL2 ASPH BASE 0.75D PG64-22 438.00 TON $0030 00301 CL2 ASPH SURF 0.38D PG64-22 100.00 TON $

Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT

0031 01891ISLAND HEADER CURB TYPE 2(ADDED: 3-17-15) 100.00 LF $

0040 02014 BARRICADE-TYPE III 2.00 EACH $0050 02091 REMOVE PAVEMENT 196.00 SQYD $0060 02200 ROADWAY EXCAVATION 2,607.00 CUYD $0070 02242 WATER 9.50 MGAL $0080 02351 GUARDRAIL-STEEL W BEAM-S FACE 50.00 LF $

0090 02363

GUARDRAIL CONNECTOR TO BRIDGE ENDTY A(REVISED: 3-17-15) 4.00 EACH $

0100 02360 GUARDRAIL TERMINAL SECTION NO 1 1.00 EACH $0110 02371 GUARDRAIL END TREATMENT TYPE 7 3.00 EACH $0120 02429 RIGHT-OF-WAY MONUMENT TYPE 1 9.00 EACH $0130 02432 WITNESS POST 9.00 EACH $0140 02483 CHANNEL LINING CLASS II 467.00 TON $

0150 02545CLEARING AND GRUBBING2.21 ACRES 1.00 LS $

0160 02562 TEMPORARY SIGNS 153.00 SQFT $0170 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0180 02701 TEMP SILT FENCE 2,544.00 LF $0190 02703 SILT TRAP TYPE A 2.00 EACH $0200 02704 SILT TRAP TYPE B 2.00 EACH $0210 02706 CLEAN SILT TRAP TYPE A 4.00 EACH $0220 02707 CLEAN SILT TRAP TYPE B 4.00 EACH $0230 02709 CLEAN TEMP SILT FENCE 5,088.00 LF $

0240 02726STAKINGSTAKING FOR 1000' ON ROLLING TERRAIN 1.00 LS $

0250 02731 REMOVE STRUCTURE 1.00 LS $0260 05950 EROSION CONTROL BLANKET 358.00 SQYD $0270 05952 TEMP MULCH 10,681.00 SQYD $0280 05953 TEMP SEEDING AND PROTECTION 824.00 SQYD $0290 05963 INITIAL FERTILIZER .24 TON $0300 05964 20-10-10 FERTILIZER .40 TON $0310 05985 SEEDING AND PROTECTION 7,794.00 SQYD $0320 05989 SPECIAL SEEDING CROWN VETCH 443.00 SQYD $0330 05992 AGRICULTURAL LIMESTONE 5.00 TON $

Section: 0003 - DRAINAGE

MERCER COUNTY STP BRZ 0703(325)

ADDENDUM #1 - REVISED: 3-17-15 Contract ID: 151001

Page 140 of 141

PROPOSAL BID ITEMS

Report Date 3/17/15Page 2 of 2

151001

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0340 00440 ENTRANCE PIPE-15 IN 56.00 LF $0350 00443 ENTRANCE PIPE-24 IN 28.00 LF $0360 00450 ENTRANCE PIPE-15 IN EQUIV 36.00 LF $

Section: 0004 - BRIDGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0370 02231 STRUCTURE GRANULAR BACKFILL 67.90 CUYD $0380 02998 MASONRY COATING 482.00 SQYD $0390 03299 ARMORED EDGE FOR CONCRETE 32.00 LF $0400 08001 STRUCTURE EXCAVATION-COMMON 224.60 CUYD $0410 08002 STRUCTURE EXCAV-SOLID ROCK 103.30 CUYD $0420 08019 CYCLOPEAN STONE RIP RAP 406.00 TON $0430 08033 TEST PILES 20.00 LF $0440 08046 PILES-STEEL HP12X53 50.00 LF $0450 08094 PILE POINTS-12 IN 4.00 EACH $0460 08100 CONCRETE-CLASS A 136.10 CUYD $0470 08104 CONCRETE-CLASS AA 172.30 CUYD $0480 08150 STEEL REINFORCEMENT 13,228.00 LB $0490 08151 STEEL REINFORCEMENT-EPOXY COATED 52,769.00 LB $0500 08634 PRECAST PC I BEAM TYPE 4 749.50 LF $0510 21532ED RAIL SYSTEM TYPE III 506.00 LF $

Section: 0005 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0520 02569 DEMOBILIZATION 1.00 LS $

MERCER COUNTY STP BRZ 0703(325)

ADDENDUM #1 - REVISED: 3-17-15 Contract ID: 151001

Page 141 of 141