October 18, 2011 · division of construction procurement . rg:ks . enclosures . number: letting...

October 18, 2011

CALL NO. 104

CONTRACT ID NO. 111046

ADDENDUM # 2

Subject: Warren County, STP 7434 (022)

Letting October 21, 2011

(1)Revised – Plan Sheets – R1, R2C, R2D, R17, R18, R22, X68, X69, X70,

X76, & X90

(2)Revised – Bid Items - Pages 116-125 of 125

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

http://transportation.ky.gov/contract/

http://www.lynnimaging.com/kytransportation/

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

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


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


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

WARREN

3-317.00

STP 7434 (022)

FD52 114 031W 006-009

OCTOBER 21, 2011

2.452

E-S

HE

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NA

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0

COUNTY OF ITEM NO. SHEET NO.

WARREN 3-317.00 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

ROLLING

45 MPH

360

N/A

2003 14,500

2027 29,400

(2027) 2,900

(2027) 10.5%

(2027) 7.0%

MINUTES

MINUTES

NITRAM NIVEK ,EZLOK MAP ,ENOTS KCIRTAP ,HTIMS XELA

30 86

36

DATE:

WARREN COUNTY THESE PLANS ARE FOR GRADE, DRAIN, & SURFACE

THE ACCESS IS FULLY CONTROLLED

FROM STA. 142+75.25 TO THE END OF THE PROJECT

FROM THE BEGINNING TO STA. 142+17.25

PROJECT SHALL BE BY PERMIT

THE CONTROL OF ACCESS ON THIS

BEFORE YOU DIG

utility companies have facilities in the area. may be necessary for the contractor to contact the County Court Clerk to determine what excavation with the utility owners, including those whom do not subscribe to KY 811. It members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate contractor should be aware that owners of underground facilities are not required to be a minimum of two (2) and no more than ten (10) business days prior to excavation. The for information on the location of existing underground utilities. The call is to be placed The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system

31W

31W

U.B.

U.B.

(TOLL)

EXIT 4

MO

RE

HEAD

RD.

RD.

McCLELLA

NRD.

DILL

AR

DRD.

2.8

.2

.7

2.4

RAILR

OAD

DILLARD

RD. LO

NG

ELR

OD

ROAD

RD.

0.6

1.4

1.4

CS

X

8"

GAS

68

80H.NATCHER

WM.

W

RichPond

MemphisJunction

4

GRAPHIC SCALE IN SCALE IN MILES

0 1 2

49°12’56" SK RT

70’-85’-85’ PCIB BRIDGE @

STA. 99+65.00 ~ CONST.

BEGIN CONST

STA. 18+00.06

END CONST

STA. 147+50

STP 7434 (022)

SHEET NO. DESCRIPTION

12,949.94

August 11, 2011

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SEPT. 14, 2011

54 50

39

2A, 2B, 2C, 2D

TTS-115-01

TTD-125

TTD-120

TTD-110-01

TTD-105

TTD-100

TTC-150-01

TTC-135-01

TTC-100-01

TPM-140-01

TPM-120-01

RPM-110-05

RPM-100-09

RGX-200

RGX-100-05

RGX-010-03

RGX-005-05

RGX-002-08

RGX-001-05

RGS-001-06

RFW-005-06

RFW-001-04

RDX-230

RDX-225

RDX-220-04

RDX-215

RDX-210-02

RDX-002-03

RDX-001-05

RDI-035-01

RDI-026

RDI-025-04

RDI-021

RDI-020-08

RDI-016-02

RDI-011-02

RDD-040-04

RDB-420-04

RDB-410-05

RDB-400-04

RDB-283-03

RDB-282-03

RDB-281-02

RDB-280-05

RDB-160-01

X1-X124

T19-T22

T12-T18

T1-T11

S1-S5

S1-S54

R71-R75

R60-R70

R55-R59

R45-R54

R41-R44

R31-R40

R26-R30

R24-R25

R3-R23

R2-R2E

R1

CROSS SECTION SHEETS

TRAFFIC ITS SIGN RELOCATION PLANS

TRAFFIC LIGHTING PLANS

TRAFFIC SIGNAL PLANS

STRUCTURE RETAINING WALL PLANS

STRUCTURE BRIDGE PLANS

PIPE DRAINAGE SHEETS

SOIL PROFILE SHEETS

COORDINATE CONTROL SHEETS

EROSION CONTROL SHEETS

TRAFFIC CONTROL SHEETS

DETAIL SHEETS

RIGHT OF WAY STRIP MAP SHEETS

RIGHT OF WAY SUMMARY SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS-SUMMARY OF QUANTITIES

LAYOUT SHEET

URBAN MINOR COLLECTOR

J.E. HUDSON

RDB-155-01

RDB-150-01

RDB-106-04

RDB-105-05

RBR-050-05

RBR-016-04

RBR-015-04

RBR-010-05

RBR-005-10

RBR-001-11

RBI-002-06

RBI-001-09

RBC-003-07

RBC-002-01

RBC-001-09

RBB-001-07

SEPT. 15, 2011

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDED

PLANS OF

PROPOSED PROJECT

STATE HIGHWAY ENGINEER

PROJECT

LIN. FT.

COUNTY OF

ITEM NO.


FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDEDLIN. FT.


FOR EQUALITIES


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

WARREN

3-317.00

STP 7434 (022)

FD52 114 031W 006-009

OCTOBER 21, 2011

2.452

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.18

0


WARREN 3-317.00 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

ROLLING

45 MPH

360

N/A

2003 14,500

2027 29,400

(2027) 2,900

(2027) 10.5%

(2027) 7.0%

MINUTES

MINUTES

NITRAM NIVEK ,EZLOK MAP ,ENOTS KCIRTAP ,HTIMS XELA

30 86

36

DATE:

WARREN COUNTY THESE PLANS ARE FOR GRADE, DRAIN, & SURFACE

THE ACCESS IS FULLY CONTROLLED

FROM STA. 142+75.25 TO THE END OF THE PROJECT

FROM THE BEGINNING TO STA. 142+17.25

PROJECT SHALL BE BY PERMIT

THE CONTROL OF ACCESS ON THIS

BEFORE YOU DIG

utility companies have facilities in the area. may be necessary for the contractor to contact the County Court Clerk to determine what excavation with the utility owners, including those whom do not subscribe to KY 811. It members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate contractor should be aware that owners of underground facilities are not required to be a minimum of two (2) and no more than ten (10) business days prior to excavation. The for information on the location of existing underground utilities. The call is to be placed The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system

31W

31W

U.B.

U.B.

(TOLL)

EXIT 4

MO

RE

HEAD

RD.

RD.

McCLELLA

NRD.

DILL

AR

DRD.

2.8

.2

.7

2.4

RAILR

OAD

DILLARD

RD. LO

NG

ELR

OD

ROAD

RD.

0.6

1.4

1.4

CS

X

8"

GAS

68

80H.NATCHER

WM.

W

RichPond

MemphisJunction

4

GRAPHIC SCALE IN SCALE IN MILES

0 1 2

49°12’56" SK RT

70’-85’-85’ PCIB BRIDGE @

STA. 99+65.00 ~ CONST.

BEGIN CONST

STA. 18+00.06

END CONST

STA. 147+50

STP 7434 (022)

SHEET NO. DESCRIPTION

12,949.94

August 11, 2011

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SEPT. 14, 2011

54 50

39

2A, 2B, 2C, 2D

TTS-115-01

TTD-125

TTD-120

TTD-110-01

TTD-105

TTD-100

TTC-150-01

TTC-135-01

TTC-100-01

TPM-140-01

TPM-120-01

RPM-110-05

RPM-100-09

RGX-200

RGX-100-05

RGX-010-03

RGX-005-05

RGX-002-08

RGX-001-05

RGS-001-06

RFW-005-06

RFW-001-04

RDX-230

RDX-225

RDX-220-04

RDX-215

RDX-210-02

RDX-002-03

RDX-001-05

RDI-035-01

RDI-026

RDI-025-04

RDI-021

RDI-020-08

RDI-016-02

RDI-011-02

RDD-040-04

RDB-420-04

RDB-410-05

RDB-400-04

RDB-283-03

RDB-282-03

RDB-281-02

RDB-280-05

RDB-160-01

X1-X124

T19-T22

T12-T18

T1-T11

S1-S5

S1-S54

R71-R75

R60-R70

R55-R59

R45-R54

R41-R44

R31-R40

R26-R30

R24-R25

R3-R23

R2-R2E

R1

CROSS SECTION SHEETS

TRAFFIC ITS SIGN RELOCATION PLANS

TRAFFIC LIGHTING PLANS

TRAFFIC SIGNAL PLANS

STRUCTURE RETAINING WALL PLANS

STRUCTURE BRIDGE PLANS

PIPE DRAINAGE SHEETS

SOIL PROFILE SHEETS

COORDINATE CONTROL SHEETS

EROSION CONTROL SHEETS

TRAFFIC CONTROL SHEETS

DETAIL SHEETS

RIGHT OF WAY STRIP MAP SHEETS

RIGHT OF WAY SUMMARY SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS-SUMMARY OF QUANTITIES

LAYOUT SHEET

URBAN MINOR COLLECTOR

J.E. HUDSON

RDB-155-01

RDB-150-01

RDB-106-04

RDB-105-05

RBR-050-05

RBR-016-04

RBR-015-04

RBR-010-05

RBR-005-10

RBR-001-11

RBI-002-06

RBI-001-09

RBC-003-07

RBC-002-01

RBC-001-09

RBB-001-07

SEPT. 15, 2011

Jonathon.Ross

Polygon

Gary.Walters

Delta

Gary.Walters

FreeText

1

Gary.Walters

Delta

Gary.Walters

FreeText

1

Gary.Walters

Text Box

REVISED 10-17-2011

Gary.Walters

Text Box

UNIT

GENERAL SUMMARY

ITEM DESCRIPTION

ITEM

S Q U A R E Y A R D S

PAVING AREAS

1.50" CL3 ASPHALT SURFACE 0.50B PG 64-22


3.5" CL3 ASPHALT BASE 1.0D PG 64-22

3" CL3 ASPHALT BASE 1.0D PG 64-22



4" CRUSHED STONE BASE


MAIN

LIN

E

DIL

LA

RD

MC

LE

LL

AN

CE

NT

RA

L

AP

PR.

NO. 1

OL

D 31W

MC

CO

NN

EL

L

AP

PR.

NO. 2

OL

D 31W

BE

NN

ET

T

EL

RO

D

ME

MP

HIS

AS

PH

AL

T

CO

MM

ER

CIA

L

EN

TR

AN

CES

AS

PH

AL

T

RESID

EN

TIA

L

EN

TR

AN

CES

EMULSIFIED ASPHALT RS-2 (TWO APPLICATIONS)

ASPHALT SEAL AGGREGATE (TWO APPLICATIONS)

SH

OU

LD

ER

S

BO

UN

D

BA

SE

TR

AFFIC

EN

TR

AN

CES

GEOTEXTILE FABRIC TYPE IV

12" CRUSHED AGGREGATE SIZE 2

4" TRAFFIC BOUND BASE

89,267

179,956

19,391 420 1,133 885 1,120 1,956 2,648 1,840 545 1,002

CO

NN

EC

TO

R

TE

MP

OR

AR

Y

OL

D

US31

W

DIV

ER

SIO

N

MAIN

LIN

E

3,634 174

850 2,305 3,721 2,026 2,235 3,425

1,800 2,244 3,949 5,398 1,103

19,747

54,565

56,698 148 1,118 1,713812 677 253

2,023650 245 447 131

CRUSHED STONE BASE (FULL DEPTH, 4" EQUIVALENT) 87,781

1,258

3,634

174

57,646 44,889

89,778115,292

22,750

22,750

TO

TA

LS

3,808

14,736

18,128

54,656

62,583

7,103

87,781

1,258

22,750

22,750

120,207

201,683

102,535

205,070

174

3,634

RIGHT-OF-WAY MONUMENT TYPE 1

WITNESS POST

GUARDRAIL - STEEL W BEAM - S FACE

GUARDRAIL END TREATMENT TYPE 4A

GUARDRAIL END TREATMENT TYPE 7

GUARDRAIL TERMINAL END SECTION NO. 1

GUARDRAIL CONNECTOR TO BRIDGE END TYPE A

DELINEATOR FOR GUARDRAIL - WHITE

REMOVE GUARDRAIL

REMOVE PIPE

REMOVE STRUCTURE

REMOVE PAVEMENT

REMOVE FENCE

FENCE - WOVEN WIRE TYPE 1

SAFELOADING

CLASS B CONCRETE

STRUCTURE EXCAVATION

CLEAN SINKHOLE

EDGE KEY

GRANULAR EMBANKMENT

STAKING

MAINTAIN & CONTROL TRAFFIC

REMOVE PAVEMENT MARKER TYPE V

PAVE STRIPING - TEMP PAINT - 4 INCH

SIGNS

TOPDRESSING FERTILIZER

SEEDING AND PROTECTION

MOBILIZATION

DEMOBILIZATION

CLEARING & GRUBBING

ITEM UNIT

PAVING SUMMARY

2

3

ESTIMATED AT 1 15 LBS. PER SQ. YD.

PER INCH OF DEPTH.

ESTIMATED AT 110 LBS. PER SQ. YD.

1

ALL ASHALT MIXTURES SHALL BE

PER INCH OF DEPTH, UNLESS NOTED

OTHERWISE.

CODE

ITEM

PR

OJE

CT

TO

TA

L

CL3 ASPHALT SURFACE 0.50B PG 64-22


CL3 ASPHALT BASE 1.0D PG 64-22

CRUSHED STONE BASE

TRAFFIC BOUND BASE

CRUSHED AGGREGATE SIZE 2

ASPHALT SEAL AGGREGATE

EMULSIFIED ASPHALT RS-2

210,280

10,179

50,798

37,035

1,252

75,552

27.5

TON

TON

TON

TON

TON

TON

TON

SY

TON 7,210

EROSION CONTROL BLANKET

2429

2432

2351

2391

2371

2360

2363

1982

2381

1310

2091

2265

6600

2690

2555

8001

2262

1845

2469

2585

2223

2726

2650

2562

5966

5985

2568

2569

2545

5950

2230 EMBANKMENT IN PLACE

TON

EA

EA

LF

EA

EA

EA

EA

EA

LF

LF

SY

LF

EA

CY

CY

CY

LF

LF

LF

EA

LF

CY

LS

LS

LF

SF

SY

LS

LS

LF

LS

SY

CU

5.17

78

20

5

1

2

4

17

5

1

1

1

1

1

198

383

325

34.25

21.3

383

354

210

500

100,000

8,183

173,561

TOTAL

324

214

291

100

190

3

20

78

2599

1

1

2

OF TRAFFIC & ESTIMATED AT 100 LBS.

INCLUDES 1,000 TONS FOR MAINTENANCE

PER SQ. YD. PER INCH OF DEPTH.

2,625

3,479

2,116

2,000

EARTHWORK TOTALS

NOTES

WATER2242 MGAL 100

2731 LS 1

3

CHANGED PAVEMENT DESIGN

REDUCTION OF 16,263 CY DUE TO

INCLUDES:4

4

& 14 CY FROM PIPE SHEETS


ADDITIONAL 10,310 CY DUE TO

INCLUDES:

2483 CHANNEL LINING CLASS II TON 2005

5

OF THE ENGINEER

TO BE USED AT THE DISCRETION

6510 20,113

6514 PAVE STRIPING - PERM PAINT - 4 INCH 51,000

23131ER701 LF

6551 PAVE STRIPING - TEMP REM TYPE - Y

6568 LF

EA

EA

EA

400

6589

6591

6574

PAVE MARKING - THERMO STOP BAR - 24 INCH

PAVEMENT MARKER TYPE V - MW 625

653

PAVE MARKING - PRE THERM CURV ARROW 46

610 610

2084 SYJPC PAVEMENT - 8" 610

JPC PAVEMENT - 8"

ISLAND INTEGRAL CURB 34.5

1825 LFISLAND CURB AND GUTTER 25

6

6

7MAINTAINING TRAFFIC ONLY

FOR CONTROLLING DUST CREATED BY

7

8LOCATED AT STA 121+25

FOR GRAVITY RETAINING WALL

8

8

2651 LS 19

9APPROACH TEMPORARY CONNECTORS

FOR MAINLINE AND OLD US31W NO. 2

PAVEMENT MARKER TYPE V - BY

EA6582 PAVEMENT MARKER TYPE IV - BY 625

23274EN11F TURF REINFORCEMENT MAT TYPE 1 SY 3,939

PIPELINE VIDEO INSPECTION

LS23143ED KPDES PERMIT AND TEMPORARY EROSION CONTROL

2014 EA 2BARRICADE - TYPE III

10 FOR BRIDGE END DRAINAGE

10

APPROXIMATELY 53.3 ACRES

1

11

11

12 INCLUDES 279 CY FOR GEOTECHNICAL NOTES NO. 11

12

11

CY20315ED CLAY SOIL CAP 7011EMBANKMENT BENCHING: 4,314 CY

SURFACE DITCH: 3,744 CY

EMBANKMENT IN PLACE: 169,247 CY

ROADWAY EXCAVATION: 60,751 CY

922

13 INCLUDES 4,314 CY EMBANKMENT BENCHING

13

WID

ENIN

G

TE

MP

OR

AR

Y

1,980

990

228

11

14 FOR REMOVAL OF OLD BRIDGE ACROSS RAILROAD

14

LF 280REMOVE EXISTING 12" ASBESTOS COATED WATERLINE

1515

SUBGRADE DRAINAGE SITUATIONS

INCLUDES 4,803 TONS FOR SPECIAL

16

16

Se

pte

mber 7, 2011

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WARREN 3-317.00 R2C

GENERAL AND PAVING SUMMARY

SCALE: 1"=NTS

LEVELING & WEDGING PG 64-22

DIVERSIONS (BY-PASS DETOURS)

10020NS

10030NS

FUEL ADJUSTMENT DOLL

ASPHALT ADJUSTMENT DOLL

155,864

164,272


INCLUDES 5,000 SY FOR SPECIAL

11

INCLUDES 210 SY FOR GEOTECHNICAL NOTES NO. 11

LF

SF

SF

6406

6407

6410

6411 LF

SHEETING SIGNS, 0.125 GAUGE


STEEL POSTS TYPE 1

STEEL POSTS TYPE 2

350

310

1,260

680

17

CONTRACTOR IN THE FUTURE

IN THIS PLANSET AND WILL BE PROVIDED TO THE

STRIPING AND SIGNING PLANS ARE NOT INCLUDED

17

17

17

17

17

17

17

17

17

17

UNIT

GENERAL SUMMARY

ITEM DESCRIPTION

ITEM

S Q U A R E Y A R D S

PAVING AREAS









MAIN

LIN

E

DIL

LA

RD

MC

LE

LL

AN

CE

NT

RA

L

AP

PR.

NO. 1

OL

D 31W

MC

CO

NN

EL

L

AP

PR.

NO. 2

OL

D 31W

BE

NN

ET

T

EL

RO

D

ME

MP

HIS

AS

PH

AL

T

CO

MM

ER

CIA

L

EN

TR

AN

CES

AS

PH

AL

T

RESID

EN

TIA

L

EN

TR

AN

CES

EMULSIFIED ASPHALT RS-2 (TWO APPLICATIONS)

ASPHALT SEAL AGGREGATE (TWO APPLICATIONS)

SH

OU

LD

ER

S

BO

UN

D

BA

SE

TR

AFFIC

EN

TR

AN

CES


12" CRUSHED AGGREGATE SIZE 2

4" TRAFFIC BOUND BASE

89,267

179,956

19,391 420 1,133 885 1,120 1,956 2,648 1,840 545 1,002

CO

NN

EC

TO

R

TE

MP

OR

AR

Y

OL

D

US31

W

DIV

ER

SIO

N

MAIN

LIN

E

3,634 174

850 2,305 3,721 2,026 2,235 3,425

1,800 2,244 3,949 5,398 1,103

19,747

54,565

56,698 148 1,118 1,713812 677 253

2,023650 245 447 131

CRUSHED STONE BASE (FULL DEPTH, 4" EQUIVALENT) 87,781

1,258

3,634

174

57,646 44,889

89,778115,292

22,750

22,750

TO

TA

LS

3,808

14,736

18,128

54,656

62,583

7,103

87,781

1,258

22,750

22,750

120,207

201,683

102,535

205,070

174

3,634

RIGHT-OF-WAY MONUMENT TYPE 1

WITNESS POST

GUARDRAIL - STEEL W BEAM - S FACE

GUARDRAIL END TREATMENT TYPE 4A

GUARDRAIL END TREATMENT TYPE 7

GUARDRAIL TERMINAL END SECTION NO. 1

GUARDRAIL CONNECTOR TO BRIDGE END TYPE A

DELINEATOR FOR GUARDRAIL - WHITE

REMOVE GUARDRAIL

REMOVE PIPE

REMOVE STRUCTURE

REMOVE PAVEMENT

REMOVE FENCE

FENCE - WOVEN WIRE TYPE 1

SAFELOADING

CLASS B CONCRETE

STRUCTURE EXCAVATION

CLEAN SINKHOLE

EDGE KEY

GRANULAR EMBANKMENT

STAKING

MAINTAIN & CONTROL TRAFFIC

REMOVE PAVEMENT MARKER TYPE V

PAVE STRIPING - TEMP PAINT - 4 INCH

SIGNS

TOPDRESSING FERTILIZER

SEEDING AND PROTECTION

MOBILIZATION

DEMOBILIZATION

CLEARING & GRUBBING

ITEM UNIT

PAVING SUMMARY

2

3

ESTIMATED AT 1 15 LBS. PER SQ. YD.

PER INCH OF DEPTH.

ESTIMATED AT 110 LBS. PER SQ. YD.

1

ALL ASHALT MIXTURES SHALL BE

PER INCH OF DEPTH, UNLESS NOTED

OTHERWISE.

CODE

ITEM

PR

OJE

CT

TO

TA

L

CL3 ASPHALT SURFACE 0.50B PG 64-22


CL3 ASPHALT BASE 1.0D PG 64-22

CRUSHED STONE BASE

TRAFFIC BOUND BASE

CRUSHED AGGREGATE SIZE 2

ASPHALT SEAL AGGREGATE

EMULSIFIED ASPHALT RS-2

210,280

10,179

50,798

37,035

1,252

75,552

27.5

TON

TON

TON

TON

TON

TON

TON

SY

TON 7,210

EROSION CONTROL BLANKET

2429

2432

2351

2391

2371

2360

2363

1982

2381

1310

2091

2265

6600

2690

2555

8001

2262

1845

2469

2585

2223

2726

2650

2562

5966

5985

2568

2569

2545

5950

2230 EMBANKMENT IN PLACE

TON

EA

EA

LF

EA

EA

EA

EA

EA

LF

LF

SY

LF

EA

CY

CY

CY

LF

LF

LF

EA

LF

CY

LS

LS

LF

SF

SY

LS

LS

LF

LS

SY

CU

5.17

78

20

5

1

2

4

17

5

1

1

1

1

1

198

383

325

34.25

21.3

383

354

210

500

100,000

8,183

173,561

TOTAL

324

214

291

100

190

3

20

78

2599

1

1

2

OF TRAFFIC & ESTIMATED AT 100 LBS.

INCLUDES 1,000 TONS FOR MAINTENANCE

PER SQ. YD. PER INCH OF DEPTH.

2,625

3,479

2,116

2,000

EARTHWORK TOTALS

NOTES

WATER2242 MGAL 100

2731 LS 1

3


REDUCTION OF 16,263 CY DUE TO

INCLUDES:4

4

& 14 CY FROM PIPE SHEETS


ADDITIONAL 10,310 CY DUE TO

INCLUDES:

2483 CHANNEL LINING CLASS II TON 2005

5

OF THE ENGINEER

TO BE USED AT THE DISCRETION

6510 20,113

6514 PAVE STRIPING - PERM PAINT - 4 INCH 51,000

23131ER701 LF

6551 PAVE STRIPING - TEMP REM TYPE - Y

6568 LF

EA

EA

EA

400

6589

6591

6574

PAVE MARKING - THERMO STOP BAR - 24 INCH

PAVEMENT MARKER TYPE V - MW 625

653

PAVE MARKING - PRE THERM CURV ARROW 46

610 610

2084 SYJPC PAVEMENT - 8" 610

JPC PAVEMENT - 8"

ISLAND INTEGRAL CURB 34.5

1825 LFISLAND CURB AND GUTTER 25

6

6

7MAINTAINING TRAFFIC ONLY

FOR CONTROLLING DUST CREATED BY

7

8LOCATED AT STA 121+25

FOR GRAVITY RETAINING WALL

8

8

2651 LS 19

9APPROACH TEMPORARY CONNECTORS

FOR MAINLINE AND OLD US31W NO. 2

PAVEMENT MARKER TYPE V - BY

EA6582 PAVEMENT MARKER TYPE IV - BY 625

23274EN11F TURF REINFORCEMENT MAT TYPE 1 SY 3,939

PIPELINE VIDEO INSPECTION

LS23143ED KPDES PERMIT AND TEMPORARY EROSION CONTROL

2014 EA 2BARRICADE - TYPE III

10 FOR BRIDGE END DRAINAGE

10

APPROXIMATELY 53.3 ACRES

1

11

11

12 INCLUDES 279 CY FOR GEOTECHNICAL NOTES NO. 11

12

11

CY20315ED CLAY SOIL CAP 7011EMBANKMENT BENCHING: 4,314 CY

SURFACE DITCH: 3,744 CY

EMBANKMENT IN PLACE: 169,247 CY

ROADWAY EXCAVATION: 60,751 CY

922

13 INCLUDES 4,314 CY EMBANKMENT BENCHING

13

WID

ENIN

G

TE

MP

OR

AR

Y

1,980

990

228

11

14 FOR REMOVAL OF OLD BRIDGE ACROSS RAILROAD

14

LF 280REMOVE EXISTING 12" ASBESTOS COATED WATERLINE

1515


INCLUDES 4,803 TONS FOR SPECIAL

16

16

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WARREN 3-317.00 R2C

GENERAL AND PAVING SUMMARY

SCALE: 1"=NTS

LEVELING & WEDGING PG 64-22

DIVERSIONS (BY-PASS DETOURS)

10020NS

10030NS

FUEL ADJUSTMENT DOLL

ASPHALT ADJUSTMENT DOLL

155,864

164,272


INCLUDES 5,000 SY FOR SPECIAL

11

INCLUDES 210 SY FOR GEOTECHNICAL NOTES NO. 11

LF

SF

SF

6406

6407

6410

6411 LF



STEEL POSTS TYPE 1

STEEL POSTS TYPE 2

350

310

1,260

680

17

CONTRACTOR IN THE FUTURE

IN THIS PLANSET AND WILL BE PROVIDED TO THE

STRIPING AND SIGNING PLANS ARE NOT INCLUDED

17

17

17

17

17

17

17

17

17

17

1

1 REVISED 10-17-2011

PIPE DRAINAGE SUMMARY

SH

EET

NO.

SKEW

TOTAL PROJECT

UNIT TO BID

ITEM CODE

REMARKS

DESIG

N

PH

LE

VE

L

MA

X

CO

VE

R

HT

IN

LE

T

TY

PE

B

CU

RB

BO

X

18"

S&

F

BO

X I/0

24"

S&

F

BO

X I/

O

30"

S&

F

BO

X I/

O

TY

PE 3

EN

D

SE

CTIO

N

30"

EQ

UIV.

ME

TA

L

SE

WE

R

PIP

E

15"

ST

OR

M

18"

CU

LV

ER

T

PIP

E

CU

LV

ER

T

PIP

E

18"

EQ

UIV.

24"

CU

LV

ER

T

PIP

E

30"

CU

LV

ER

T

PIP

E

CU

LV

ER

T

PIP

E

30"

EQ

UIV.

42"

CU

LV

ER

T

PIP

E

CL

AS

S

A

CO

NC

RE

TE

ST

EE

L

REIN

FO

RCIN

G

CL

AS

S III

CH

AN

NE

L

LININ

G

33+95

50+62

63+50

84+85

92+75

97+75

98+19

119+80

130+00

132+75

141+00

ENTRANCES

15"

EN

T

PIP

E

15"

EQ

UIV. E

NT

PIP

E

18"

EQ

UIV. E

NT

PIP

E

24"

EQ

UIV. E

NT

PIP

E

30"

EQ

UIV. E

NT

PIP

E

34

35

R5

R5

R5

RT 23+57

RT 26+88

R7 LT 38+26 33

R7 LT 40+71 33

R7 RT 40+82 63

R9 RT 56+19 53

R9 RT 57+13 44

R9 RT 57+92 52

68R9 RT 59+65

R9

R9

RT 70+44R11 49

R11 RT 76+80

18"

EN

T

PIP

E

71

R13 RT 80+53 63

62R13 RT 84+04

R13

R13

R15

R15

R17 LT 111+75 80

144R17 LT 114+99

RT 115+01R17 132

R17

R19 RT 133+62 48

R19

R19

R21

3.686.0 107.5 3172.76 26

6.0 7.15 1372 11 4038° LT

5.8 5.74 1112 22 401

5°20’ LT 5.9 7.0 1142 14 412

5.9 6.24 1272 11 374

5.9 1.82 .75 7 6 12548

49°30’ RT 5.9 3.89 1212 316

6.4 5.35 1222 20 522

6.2 3.89 104.52 13 308

6.2 4.48 2 103 13 303

6.2 3.1 2 102 11 300

2 13 7 2 2 81 24 69 71 77 50169 872 107.5 468 122 116

R13 LT 93+21 50

474 125 132 14.38 384 260 6075

CBI TYPE B-3, 2 (H=3.8)

1480 1450 1451 1452 21588NN 521 462 491 464 466 494 469 440 450 441 451 443 452 445 454 8100 8150 2484 2600

TY

PE IV

FO

R

PIP

E

GE

OT

EX

TIL

E F

AB

RIC

24"

EN

T

PIP

E

MCLELLAN 49+35

OLD 31W #1 50+87

MCCONNELL 49+29

CENTRAL 49+14

OLD 31W #2 50+99

ELROD 51+25

BENNETT 50+56

R5

R9

R11

R13

R15

R17

R21

5.9 3.216°37’ RT 812 18 347

5.9 6.315° RT 842 18 247

6.0 3.52 1312 23 473

22°20’ LT 5.9 9.17 24 6.41 33 191319

6.044°30’ LT 11.06 1311 16 386.9 8

6.4 6.1 841 15 303

14°20’ LT 6.2 1.86 83.5 3 24 16 246

.56

APPROACHES

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WARREN 3-317.00 R2D

PIPE SUMMARY

NTS

30"

EN

T

PIP

E

R17 112+62.09-112+89.25 281

2

1650

1

2

1373

JU

NC

TIO

N

BO

X

SE

CTIO

N

TY

PE 1

24"

ME

TA

L

EN

D

JUNCTION BOX (NO. 7)101

EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY SYLBS TON

PIPE DRAINAGE SUMMARY

SH

EET

NO.

SKEW

TOTAL PROJECT

UNIT TO BID

ITEM CODE

REMARKS

DESIG

N

PH

LE

VE

L

MA

X

CO

VE

R

HT

IN

LE

T

TY

PE

B

CU

RB

BO

X

18"

S&

F

BO

X I/0

24"

S&

F

BO

X I/

O

30"

S&

F

BO

X I/

O

TY

PE 3

EN

D

SE

CTIO

N

30"

EQ

UIV.

ME

TA

L

SE

WE

R

PIP

E

15"

ST

OR

M

18"

CU

LV

ER

T

PIP

E

CU

LV

ER

T

PIP

E

18"

EQ

UIV.

24"

CU

LV

ER

T

PIP

E

30"

CU

LV

ER

T

PIP

E

CU

LV

ER

T

PIP

E

30"

EQ

UIV.

42"

CU

LV

ER

T

PIP

E

CL

AS

S

A

CO

NC

RE

TE

ST

EE

L

REIN

FO

RCIN

G

CL

AS

S III

CH

AN

NE

L

LININ

G

33+95

50+62

63+50

84+85

92+75

97+75

98+19

119+80

130+00

132+75

141+00

ENTRANCES

15"

EN

T

PIP

E

15"

EQ

UIV. E

NT

PIP

E

18"

EQ

UIV. E

NT

PIP

E

24"

EQ

UIV. E

NT

PIP

E

30"

EQ

UIV. E

NT

PIP

E

34

35

R5

R5

R5

RT 23+57

RT 26+88

R7 LT 38+26 33

R7 LT 40+71 33

R7 RT 40+82 63

R9 RT 56+19 53

R9 RT 57+13 44

R9 RT 57+92 52

68R9 RT 59+65

R9

R9

RT 70+44R11 49

R11 RT 76+80

18"

EN

T

PIP

E

71

R13 RT 80+53 63

62R13 RT 84+04

R13

R13

R15

R15

R17 LT 111+75 80

144R17 LT 114+99

RT 115+01R17 132

R17

R19 RT 133+62 48

R19

R19

R21

3.686.0 107.5 3172.76 26

6.0 7.15 1372 11 4038° LT

5.8 5.74 1112 22 401

5°20’ LT 5.9 7.0 1142 14 412

5.9 6.24 1272 11 374

5.9 1.82 .75 7 6 12548

49°30’ RT 5.9 3.89 1212 316

6.4 5.35 1222 20 522

6.2 3.89 104.52 13 308

6.2 4.48 2 103 13 303

6.2 3.1 2 102 11 300

2 13 7 2 2 81 24 69 71 77 50169 872 107.5 468 122 116

R13 LT 93+21 50

474 125 132 14.38 384 260 6075

CBI TYPE B-3, 2 (H=3.8)

1480 1450 1451 1452 21588NN 521 462 491 464 466 494 469 440 450 441 451 443 452 445 454 8100 8150 2484 2600

TY

PE IV

FO

R

PIP

E

GE

OT

EX

TIL

E F

AB

RIC

24"

EN

T

PIP

E

MCLELLAN 49+35

OLD 31W #1 50+87

MCCONNELL 49+29

CENTRAL 49+14

OLD 31W #2 50+99

ELROD 51+25

BENNETT 50+56

R5

R9

R11

R13

R15

R17

R21

5.9 3.216°37’ RT 812 18 347

5.9 6.315° RT 842 18 247

6.0 3.52 1312 23 473

22°20’ LT 5.9 9.17 24 6.41 33 191319

6.044°30’ LT 11.06 1311 16 386.9 8

6.4 6.1 841 15 303

14°20’ LT 6.2 1.86 83.5 3 24 16 246

.56

APPROACHES

August 17, 2011

DA

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WARREN 3-317.00 R2D

PIPE SUMMARY

NTS

30"

EN

T

PIP

E

R17 112+62.09-112+89.25 281

2

1650

1

2

1373

JU

NC

TIO

N

BO

X

SE

CTIO

N

TY

PE 1

24"

ME

TA

L

EN

D

JUNCTION BOX (NO. 7)101

EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY SYLBS TON

1

1 1

1

1 1

1

1 REVISED 10-17-2011

LEON TARTER (SINGLE)

MAINLINE STA. 122+18.48=

ELROD ROAD STA 50+00.00

30" C

UL

VE

RT

PIP

E

95.00

118+50

70.00

122+75

STA. TO STA. SIZE/TYPECHANNEL LINING

TYPE QUANTITYDEPTH

110+00-119+80 2’ FB SD

DITCH CONSTRUCTION RT !

2’ FB SD 122+40-123+00

TRM-TY 1

TRM-TY 1

100.00

110+10

68.18

117+65

95.00

124+30

100.00

112+0077.63

114+45

120.00

114+80

135.00

115+00

95.00

115+40

75.97

115+40

105.00

121+00

45.00

53+90

25.78

54+90

24.21

54+90

MAINLINE

E5.35

R50.00

L44.31

T23.73

Delta 50°46’41"

ENTRANCE

emax 6%

e 3.8%

E 78.67

R 2400.00

L 1212.56

T 619.52

Delta 28°56’52" Lt

PI 111+53.44

WESTERN KENTUCKY UNIVERSITY

6’ PAVED SHLD

6’ PAVED SHLD

PI 50+95.08

110

+00

125

+00

FOR ENT

TEMP ESMT

ENTRANCE SCHEDULES RT !

STA WIDTH PVMNT ENT TYPE

ENTRANCE SCHEDULES LT !



TYPE QUANTITYDEPTH

110+00-111+60

DITCH CONSTRUCTION LT !

TRM-TY 1SPCL

18" CULVERT PIPE

116 SY

889 SY

53 SY

ELROD RD RT !

2’ FB SD50+50-51+25

TRM-TY 1 178 SY123+00-125+00 SPCL

ENT PIPE PAV AREA CUT/FILLRADIUS

115+01 26’ ASPHALT COMM 25’ 18/69 CY

ENT PIPE

114+99 46’ ASPHALT COMM

80’- 24"EQ@ 3.5%

PAV AREA CUT/FILLRADIUS

25’

25’

20/47 CY

31/14 CY

ELROD ROAD APPROACH

WIDTH (22’)

WIDTH (36’) TO EXISTING PAVEMENT

TRANSITION PROPOSED PAVEMENT

STA. 52+55 TO STA. 55+00

120.00

114+55

120.00

115+45

88.45

115+45100.29

114+55

FOR ENT

TEMP ESMT

135.00

110+10

42.54

119+24.96

45.31

121+42.29

36.24

50+88.28

21.65

50+94.5428.18

51+15.7732.66

51+17.67

45.46

122+17.29

54.56

122+05.27

54.73

121+25.13

57.46

119+26.91

95.63

114+56.08

45.28

121+26.67

1

CHORD DISTANCE: 1074.55

CHORD: N42°47’26"E

RADIUS: 2914.29

ARC LENGTH: 1080.73

1 2

2


CHORD: N30°50’41"E

SPIRAL LENGTH: 201.74

3

3 N30°11’01"W - 15.63

4

4 S59°48’59"E - 50.00

5

5 N30°11’01"E - 4.86

6

6 S37°06’56"E - 374.24

7 N47°37’33"W - 101.83

PROPOSED R/W

PROPOSED R/W

PR

OP

OS

ED

R/

W

PR

OP

OS

ED

R/

W

PROPOSED R/W

7

8

8 N41°59’09"W - 247.84

439.81

N27°45’15"E

9

9 S61°25’49"E - 31.37

10

10 S30°11’01"E - 80.15

11

11


CHORD: S30°51’23"W


12

12


CHORD: S33°51’13"W

RADIUS: 2814.29

ARC LENGTH: 162.29

225.73

N27°45’15"E

271.66

N36°24’23"E13

13 S30°11’01"W - 1503.19

14

14 N30°11’01"W - 1418.79

451.28

S29°42’5

7"E

15

15 N37°07’08"W - 395.47

16

16 N30°11’01"E - 15.97

17

17 N59°48’59"W - 50.00

250.20

S32°21’25"W670.51

S35°09’36"W

197.86S45°22’50"W

275.00

S30°03’59"W

(52 SQ YD)

REMOVE EXIST PAVEMENT & SEED

EL

RO

D

RD

(NO DEED REQUIRED)PAMELA HEATH (Wf.)

STEVE HEATH

INV 560.86

RIM 565.66

Ex San MH

INV 551.10

RIM 556.31

Ex San MH

INV 541.54

RIM 556.04

Ex San MH

INV N/A

RIM 549.58

Ex San MH

PROPOSED & EXISTING R/W

(122 LF)

LT STA 110+00 TO LT STA 111+10

REMOVE GUARDRAIL:

29

P

29

P

29

P

31

P

28

P

CONST. RT TURN TAPER

STA 116+90 TO STA 118+70 CONST. RT TURN LANE

STA 118+70 TO STA 121+82


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R017

00

PL.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R017

00

PL.

DG

N

STA 110+00 TO STA 125+00

50’SCALE: 1"=

WARREN 3-317.00 R17

INLET ELEV: 550.43

OUTLET ELEV: 548.43

OUTLET ELEV: 546.31

INLET ELEV: 547.07

(2)72’-24"[email protected]%

30

P

VVI FULFILLMENT CENTER, INC


INTERNATIONAL PAPER COMPANY

85.92

122+04.46

REVISED PLAN DATE: JUNE 16, 2010

NASHVILLE RD

US 31W

NASHVILLE RD

US 31W

2027 AM/PM DESIGN HR

80

DHV-AM

DHV-PM

3300

3060

1740

1760

1560

1300

1410

1200 3930

3640

1760

1690

2170

1950

1640

1680

150

100

100

450

570

350

490680

370

1130

940

530

270

ROAD APPROACH

ELROD ROAD

OVER EXISTING TELEPHONE LINE

NO EXCAVATION ALLOWED

CAUTION:

INTERIM REVISION DATE: DEC. 8, 2010(INCIDENTAL TO CONTRACT)

ENTRANCE STA 118+56.97

REMOVE EXISTING 30’


RT 101.09 STA 121+30.10)

RT 96.69 STA 121+31.98 -

RT 78.62 STA 121+18.45 -

RT 79.85 STA 121+08.10 -

(RT 85.93 STA 121+00.00 -

NON-REINFORCED - 6’H - TOP ELEV.: 549.50

CONST ~ RETAINING WALL GRAVITY TYPE

TO INTERSECT TOP OF WALL

ADJUST SIDE SLOPES AS NEEDED

121+92 36’ ASPHALT COMM 50’ 325.9 SY 40/0 CY

SPCL120+50-121+50

150.00

121+60

150.00

122+25

-86.75

122+25

-84.12

121+60

150.00

122+02.78



36

P

37

P

37

P

36

P

218.7 SY

609.7 SY

357.4 SY

CONSTRUCT 22’ EDGE KEY @ ELROD STA 55+00

BY BOTH PARTIES)

(CONSENT & RELEASE SIGNED

FOR ENTRANCE

PERM EASEMENT

CH

AIN

LIN

K

FACTORY

BLOCK & METAL

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

BLDG

METAL

BLDG

METAL

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

SHED

FR

3 PLANK

B-TOP

36" RCP

24" R

CP

18"CMP

2-P

4-P 1-TVC

1-P

1-P4-P

EXIST R/W

EXIST R/W

POST

POST

POST

POST

POST

DRY WELL

GV

GM

GV

TEL JB

TEL JB

TEL JB

TEL JB

WM

WV

WV

WV

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

SANMH

4" PE GASLINE (APPROX 30" DEEP)

4"

PE

GA

SLIN

E (A

PP

RO

X 30"

DE

EP)

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE

50 PAIR TELEPHONE (APPROX 30" DEEP)


(APPROX 30" DEEP)

900 PAIR TELEPHONE12" VC SAN SEW

8" F

M

PV

C

SA

N

SE

W

6" CI WM (APPROX 30" DEEP)

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

12"

AC

P

WM (A

PP

RO

X 30"

DE

EP)

12" PVC WM (APPROX 30" DEEP)

(AP

PR

OX 30" D

EEP)

12" P

VC

WM

3" PVC WM (APPROX 30" DEEP)6" STEEL GASLINE (APPROX 30" DEEP)

(APPROX 30" DEEP)

100 PAIR TELEPHONE

900 PAIR TELEPHONE (APPROX 30" DEEP)BM6

Z

Z

Z

Z

IP

IP

IP

IP

IP

8" FM PVC SAN SEW (ABANDONED)


TEL JB

TEL JB

GL

M

TEL JB

C

C

50’ R

50’ R

55+00

66°48’51"

PC 0+54.85

S36°44’5

2"E

115

+00

120

+00

PT 117

+46.48

PI 111+53.44

C

C

SIGN

CH

AIN

LIN

K

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

3 PLANK

B-TOP

36" RCP

2-P

4-P 1-TVC

4-P

POST

POST

GV

GM

GV

TEL JB

TEL JB

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE



(APPROX 30" DEEP)

900 PAIR TELEPHONE

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

BM6

Z

Z

IP

IP

IP


TEL JB

GL

M

SIGN

CH

AIN

LIN

K

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

3 PLANK

B-TOP

36" RCP

2-P

4-P 1-TVC

4-P

POST

POST

GV

GM

GV

TEL JB

TEL JB

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE



(APPROX 30" DEEP)

900 PAIR TELEPHONE

(AP

PR

OX 30"

DE

EP)

50

PAIR, 10

0

PAIR

TE

LEP

HO

NE

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

BM6

Z

Z

IP

IP

IP


TEL JB

GL

M

(2) 18" CMP

SIGN

24" R

CP

@ 0.50%

24" CULV. PIPE

CONST. ~ 28 LF

BY ENGINEER)

(WARP SLOPES AS DIRECTED

INV. ELEV. 562.95

RT 81.06’ STA. 112+89.25

SECTION TY 1 - 24"

CONST. METAL END

(MATCH EXIST. CULV. INV.)

APPROX. ELEV. 563.09

RT. 88.43’ STA. 112+62.09

CONNECT TO EXIST. 24" RCP

(NO. 7, X=2’6", Y=2’6", H=3’3")

CONST. JUNCTION BOX

(PIPE REMOVAL IS INCIDENTAL)

JUNCTION BOX

FROM SINKHOLE TO PROPOSED

REMOVE EXIST. 24" CULV. PIPE


MAINLINE STA. 122+18.48=

ELROD ROAD STA 50+00.00

30" C

UL

VE

RT

PIP

E

95.00

118+50

70.00

122+75


TYPE QUANTITYDEPTH

110+00-119+80 2’ FB SD

DITCH CONSTRUCTION RT !

2’ FB SD 122+40-123+00

TRM-TY 1

TRM-TY 1

100.00

110+10

68.18

117+65

95.00

124+30

100.00

112+0077.63

114+45

120.00

114+80

135.00

115+00

95.00

115+40

75.97

115+40

105.00

121+00

45.00

53+90

25.78

54+90

24.21

54+90

MAINLINE

E5.35

R50.00

L44.31

T23.73

Delta 50°46’41"

ENTRANCE

emax 6%

e 3.8%

E 78.67

R 2400.00

L 1212.56

T 619.52

Delta 28°56’52" Lt

PI 111+53.44

WESTERN KENTUCKY UNIVERSITY

6’ PAVED SHLD

6’ PAVED SHLD

PI 50+95.08

110

+00

125

+00

FOR ENT

TEMP ESMT

ENTRANCE SCHEDULES RT !


ENTRANCE SCHEDULES LT !



TYPE QUANTITYDEPTH

110+00-111+60

DITCH CONSTRUCTION LT !

TRM-TY 1SPCL

18" CULVERT PIPE

116 SY

889 SY

53 SY

ELROD RD RT !

2’ FB SD50+50-51+25

TRM-TY 1 178 SY123+00-125+00 SPCL

ENT PIPE PAV AREA CUT/FILLRADIUS

115+01 26’ ASPHALT COMM 25’ 18/69 CY

ENT PIPE


80’- 24"EQ@ 3.5%

PAV AREA CUT/FILLRADIUS

25’

25’

20/47 CY

31/14 CY

ELROD ROAD APPROACH

WIDTH (22’)

WIDTH (36’) TO EXISTING PAVEMENT

TRANSITION PROPOSED PAVEMENT

STA. 52+55 TO STA. 55+00

120.00

114+55

120.00

115+45

88.45

115+45100.29

114+55

FOR ENT

TEMP ESMT

135.00

110+10

42.54

119+24.96

45.31

121+42.29

36.24

50+88.28

21.65

50+94.5428.18

51+15.7732.66

51+17.67

45.46

122+17.29

54.56

122+05.27

54.73

121+25.13

57.46

119+26.91

95.63

114+56.08

45.28

121+26.67

1


CHORD: N42°47’26"E

RADIUS: 2914.29

ARC LENGTH: 1080.73

1 2

2


CHORD: N30°50’41"E


3

3 N30°11’01"W - 15.63

4

4 S59°48’59"E - 50.00

5

5 N30°11’01"E - 4.86

6

6 S37°06’56"E - 374.24

7 N47°37’33"W - 101.83

PROPOSED R/W

PROPOSED R/W

PR

OP

OS

ED

R/

W

PR

OP

OS

ED

R/

W

PROPOSED R/W

7

8

8 N41°59’09"W - 247.84

439.81

N27°45’15"E

9

9 S61°25’49"E - 31.37

10

10 S30°11’01"E - 80.15

11

11


CHORD: S30°51’23"W


12

12


CHORD: S33°51’13"W

RADIUS: 2814.29

ARC LENGTH: 162.29

225.73

N27°45’15"E

271.66

N36°24’23"E13

13 S30°11’01"W - 1503.19

14

14 N30°11’01"W - 1418.79

451.28

S29°42’5

7"E

15

15 N37°07’08"W - 395.47

16

16 N30°11’01"E - 15.97

17

17 N59°48’59"W - 50.00

250.20

S32°21’25"W670.51

S35°09’36"W

197.86S45°22’50"W

275.00

S30°03’59"W

(52 SQ YD)

REMOVE EXIST PAVEMENT & SEED

EL

RO

D

RD

(NO DEED REQUIRED)PAMELA HEATH (Wf.)

STEVE HEATH

INV 560.86

RIM 565.66

Ex San MH

INV 551.10

RIM 556.31

Ex San MH

INV 541.54

RIM 556.04

Ex San MH

INV N/A

RIM 549.58

Ex San MH

PROPOSED & EXISTING R/W

(122 LF)

LT STA 110+00 TO LT STA 111+10

REMOVE GUARDRAIL:

29

P

29

P

29

P

31

P

28

P

CONST. RT TURN TAPER

STA 116+90 TO STA 118+70 CONST. RT TURN LANE

STA 118+70 TO STA 121+82


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R017

00

PL.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R017

00

PL.

DG

N

STA 110+00 TO STA 125+00

50’SCALE: 1"=

WARREN 3-317.00 R17

INLET ELEV: 550.43

OUTLET ELEV: 548.43

OUTLET ELEV: 546.31

INLET ELEV: 547.07


30

P



INTERNATIONAL PAPER COMPANY

85.92

122+04.46

REVISED PLAN DATE: JUNE 16, 2010

NASHVILLE RD

US 31W

NASHVILLE RD

US 31W

2027 AM/PM DESIGN HR

80

DHV-AM

DHV-PM

3300

3060

1740

1760

1560

1300

1410

1200 3930

3640

1760

1690

2170

1950

1640

1680

150

100

100

450

570

350

490680

370

1130

940

530

270

ROAD APPROACH

ELROD ROAD

OVER EXISTING TELEPHONE LINE

NO EXCAVATION ALLOWED

CAUTION:

INTERIM REVISION DATE: DEC. 8, 2010(INCIDENTAL TO CONTRACT)

ENTRANCE STA 118+56.97

REMOVE EXISTING 30’


RT 101.09 STA 121+30.10)

RT 96.69 STA 121+31.98 -

RT 78.62 STA 121+18.45 -

RT 79.85 STA 121+08.10 -

(RT 85.93 STA 121+00.00 -

NON-REINFORCED - 6’H - TOP ELEV.: 549.50

CONST ~ RETAINING WALL GRAVITY TYPE

TO INTERSECT TOP OF WALL

ADJUST SIDE SLOPES AS NEEDED

121+92 36’ ASPHALT COMM 50’ 325.9 SY 40/0 CY

SPCL120+50-121+50

150.00

121+60

150.00

122+25

-86.75

122+25

-84.12

121+60

150.00

122+02.78



36

P

37

P

37

P

36

P

218.7 SY

609.7 SY

357.4 SY

CONSTRUCT 22’ EDGE KEY @ ELROD STA 55+00

BY BOTH PARTIES)

(CONSENT & RELEASE SIGNED

FOR ENTRANCE

PERM EASEMENT

CH

AIN

LIN

K

FACTORY

BLOCK & METAL

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

BLDG

METAL

BLDG

METAL

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

SHED

FR

3 PLANK

B-TOP

36" RCP

24" R

CP

18"CMP

2-P

4-P 1-TVC

1-P

1-P4-P

EXIST R/W

EXIST R/W

POST

POST

POST

POST

POST

DRY WELL

GV

GM

GV

TEL JB

TEL JB

TEL JB

TEL JB

WM

WV

WV

WV

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

SANMH

4" PE GASLINE (APPROX 30" DEEP)

4"

PE

GA

SLIN

E (A

PP

RO

X 30"

DE

EP)

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE



(APPROX 30" DEEP)

900 PAIR TELEPHONE12" VC SAN SEW

8" F

M

PV

C

SA

N

SE

W

6" CI WM (APPROX 30" DEEP)

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

12"

AC

P

WM (A

PP

RO

X 30"

DE

EP)

12" PVC WM (APPROX 30" DEEP)

(AP

PR

OX 30" D

EEP)

12" P

VC

WM

3" PVC WM (APPROX 30" DEEP)6" STEEL GASLINE (APPROX 30" DEEP)

(APPROX 30" DEEP)

100 PAIR TELEPHONE

900 PAIR TELEPHONE (APPROX 30" DEEP)BM6

Z

Z

Z

Z

IP

IP

IP

IP

IP



TEL JB

TEL JB

GL

M

TEL JB

C

C

50’ R

50’ R

55+00

66°48’51"

PC 0+54.85

S36°44’5

2"E

115

+00

120

+00

PT 117

+46.48

PI 111+53.44

C

C

SIGN

CH

AIN

LIN

K

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

3 PLANK

B-TOP

36" RCP

2-P

4-P 1-TVC

4-P

POST

POST

GV

GM

GV

TEL JB

TEL JB

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE



(APPROX 30" DEEP)

900 PAIR TELEPHONE

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

BM6

Z

Z

IP

IP

IP


TEL JB

GL

M

SIGN

CH

AIN

LIN

K

BLDG

OFFICE

SIGN

SIGN

SIGN

B-T

OP

EN

T

B-

TO

P

EN

T

PA

VE

D

EN

T

GRAVEL

SIGN

GR

AV

EL

EN

T

SIGN

3 PLANK

B-TOP

36" RCP

2-P

4-P 1-TVC

4-P

POST

POST

GV

GM

GV

TEL JB

TEL JB

WV

WVWV

WV

WV

WM

WM

SANMH

SANMH

SANMH

(AP

PR

OX 30" D

EEP)

6" S

TE

EL

GA

SLIN

E

(APPROX 30" DEEP)

600 PAIR TELEPHONE



(APPROX 30" DEEP)

900 PAIR TELEPHONE

(AP

PR

OX 30"

DE

EP)

50

PAIR, 10

0

PAIR

TE

LEP

HO

NE

6"

CI

WM (A

PP

RO

X 30"

DE

EP)

BM6

Z

Z

IP

IP

IP


TEL JB

GL

M

(2) 18" CMP

SIGN

24" R

CP

@ 0.50%

24" CULV. PIPE

CONST. ~ 28 LF

BY ENGINEER)

(WARP SLOPES AS DIRECTED

INV. ELEV. 562.95

RT 81.06’ STA. 112+89.25

SECTION TY 1 - 24"

CONST. METAL END

(MATCH EXIST. CULV. INV.)

APPROX. ELEV. 563.09

RT. 88.43’ STA. 112+62.09

CONNECT TO EXIST. 24" RCP

(NO. 7, X=2’6", Y=2’6", H=3’3")

CONST. JUNCTION BOX

(PIPE REMOVAL IS INCIDENTAL)

JUNCTION BOX

FROM SINKHOLE TO PROPOSED

REMOVE EXIST. 24" CULV. PIPE

1

1

1 REVISED 10-17-2011

2 - 30"

S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 0° S

KE

W

ST

A 119

+80

CO

NS

T. 12

2’ - 30"

CU

LV.

SD=UNLIMITED


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R018

00

PF.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R018

00

PF.

DG

N

STA. 110+00 - STA. 125+00

PROFILE

SCALE: 1"=50’

WARREN 3-317.00 R18

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00

8.17

%

PV

C 113

+25.00

Ele

v 571.

38

VPI 115

+75.00

Ele

v 559.92

PV

T 118

+25.00

Ele

v 558.40

PV

C 12

3+00.00

Ele

v 555.50

VPI 12

4+00.00

Ele

v 554.89

PV

T 12

5+00.00

Ele

v 554.48

-0.61%

L=500.00’

SD=536.53’

L=200.00’

579.0

577.6

576.0

574.4

571.

9

569.9

567.3

564.5

564.5

564.3

560.4

559.1

558.0

556.5

556.9

557.3

557.7

557.4

557.0

556.5

556.2

555.8

555.5

555.2

555.0

554.7

554.7

554.4

554.1

553.9

553.7

586.28

583.99

581.

70

579.40

577.11

574.82

572.53

570.26

568.17

566.27

564.58

563.08

561.

78

560.68

559.78

559.08

558.57

558.24

557.94

557.63

557.33

557.02

556.72

556.41

556.11

555.80

555.50

555.21

554.94

554.70

554.48

-3.83%

SPCL DT LT !

-6.00%

-4.00%-2.00%

-6.00%

-4.00%

-3.00%

-2.00%-1.00%

-1.38%

-4.5846%

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA

PIPE SITUATION 119+80

(ft)

HEADWATER ELEV

25 21 552.78

100 26 553.17

SPCL DT LT !

2’ F.B. SURF DT RT !

-6.23%


-0.50%-3.77%

=

=Emb

Com

=SD

Sta. 110+50 to 125+00

Earthwork Quantities

2727

12956

396

2 - 30"

S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 0° S

KE

W

ST

A 119

+80

CO

NS

T. 12

2’ - 30"

CU

LV.

SD=UNLIMITED


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R018

00

PF.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R018

00

PF.

DG

N

STA. 110+00 - STA. 125+00

PROFILE

SCALE: 1"=50’

WARREN 3-317.00 R18

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00

8.17

%

PV

C 113

+25.00

Ele

v 571.

38

VPI 115

+75.00

Ele

v 559.92

PV

T 118

+25.00

Ele

v 558.40

PV

C 12

3+00.00

Ele

v 555.50

VPI 12

4+00.00

Ele

v 554.89

PV

T 12

5+00.00

Ele

v 554.48

-0.61%

L=500.00’

SD=536.53’

L=200.00’

579.0

577.6

576.0

574.4

571.

9

569.9

567.3

564.5

564.5

564.3

560.4

559.1

558.0

556.5

556.9

557.3

557.7

557.4

557.0

556.5

556.2

555.8

555.5

555.2

555.0

554.7

554.7

554.4

554.1

553.9

553.7

586.28

583.99

581.

70

579.40

577.11

574.82

572.53

570.26

568.17

566.27

564.58

563.08

561.

78

560.68

559.78

559.08

558.57

558.24

557.94

557.63

557.33

557.02

556.72

556.41

556.11

555.80

555.50

555.21

554.94

554.70

554.48

-3.83%

SPCL DT LT !

-6.00%

-4.00%-2.00%

-6.00%

-4.00%

-3.00%

-2.00%-1.00%

-1.38%

-4.5846%

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA


(ft)

HEADWATER ELEV

25 21 552.78

100 26 553.17

SPCL DT LT !


-6.23%


-0.50%-3.77%

=

=Emb

Com

=SD

Sta. 110+50 to 125+00


2727

12956

396

1

1

1

REVISED 10-17-2011

MEMPHIS JUNCTION ROAD APPROACH

DESIGN SPEED = 15 MPH

LT.MAINLINE STA. 141+67

SPLINE GRADE

2 - 18

" S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 14

°20’

SK

EW

ST

A 50

+56

CO

NS

T. 83.5’ - 18

" C

UL

V.

2 - 18

" S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 0’

SK

EW

ST

A 14

1+00

CO

NS

T. 10

2’ - 18

" E

Q

550

555

560

565

570

575575

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00

VPI 50

+31.

30

Ele

v 556.36

PV

C 50

+50.00

Ele

v 556.36

VPI 50

+75.00

Ele

v 556.36

PV

T 51+

00.00

Ele

v 557.15

VPI 52

+00.00

Ele

v 560.29

0.01%

3.14%

L=50.00’

SD=201.44’

BENNETT LANE


RT MAINLINE STA. 141+77.82

556.7

556.8

557.8

559.1

560.3

561.

6

562.7

563.7

556.36

557.15

558.72

560.29

END RD APPR

STA. 52+00

BEGIN RD APPR

STA. 50+31.30

END R/W

STA. 145+40


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R02200

PF.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R02200

PF.

DG

N

STA. 140+00 - STA. 147+50

PROFILE

SCALE: 1"=50’

WARREN 3-317.00 R22

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600

140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00

555.9

556.1

556.3

556.5

556.9

557.2

557.5

558.0

558.5

559.1

559.8

560.3

560.9

561.

6

562.4

563.2

564.2

565.1

566.0

556.39

556.56

556.73

556.90

557.06

0.338%

545

550

555

560560

545

550

555

560560

46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00

PV

C 47

+00.00

Ele

v 549.01

VPI 47

+50.00

Ele

v 549.01

PV

T 48

+00.00

Ele

v 550.69

VPI 49

+63.42

Ele

v 556.19

3.364

%

L=100.00’

142

+00

147

+50

OVERLAY EXISTING PAVEMENT 1.5"

549.0

549.1

549.3

549.9

551.

8

554.6

556.6

549.01

549.43

550.69

552.37

554.05

555.74

BEGIN RD APPR

STA. 47+00

END RD APPR

STA. 49+63.12

0.75%0.64%

=

=

Emb

Com

=SD

PROJECT TOTALS

-0.64%0.56%

0.75%0.64%

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA


(ft)

HEADWATER ELEV

25 5 553.99

100 6 554.38

185510

3744

SPCL DT LT !

SPCL DT RT !

= 4314Emb Bench

01485

=

=Emb

Com

=

=Emb

Com

=

=Emb

Com

STA 46+96 TO STA 50+00

MEMPHIS JUNCTION RD


BENNETT LANE STA 50+50 - STA 52+00


234

Sta. 140+50 to 147+50


1310

679

5

10

641

= 860Emb Bench

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA

PIPE SITUATION BENNETT 50+56

(ft)

HEADWATER ELEV

25 2 554.25

100 3 554.38

MEMPHIS JUNCTION ROAD APPROACH


LT.MAINLINE STA. 141+67

SPLINE GRADE

2 - 18

" S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 14

°20’

SK

EW

ST

A 50

+56

CO

NS

T. 83.5’ - 18

" C

UL

V.

2 - 18

" S

&

F

BO

X IN

LE

T

OU

TL

ET

PIP

E

@ 0’

SK

EW

ST

A 14

1+00

CO

NS

T. 10

2’ - 18

" E

Q

550

555

560

565

570

575575

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00

VPI 50

+31.

30

Ele

v 556.36

PV

C 50

+50.00

Ele

v 556.36

VPI 50

+75.00

Ele

v 556.36

PV

T 51+

00.00

Ele

v 557.15

VPI 52

+00.00

Ele

v 560.29

0.01%

3.14%

L=50.00’

SD=201.44’

BENNETT LANE


RT MAINLINE STA. 141+77.82

556.7

556.8

557.8

559.1

560.3

561.

6

562.7

563.7

556.36

557.15

558.72

560.29

END RD APPR

STA. 52+00

BEGIN RD APPR

STA. 50+31.30

END R/W

STA. 145+40


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

R02200

PF.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

R02200

PF.

DG

N

STA. 140+00 - STA. 147+50

PROFILE

SCALE: 1"=50’

WARREN 3-317.00 R22

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600600

530

535

540

545

550

555

560

565

570

575

580

585

590

595

600

140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00

555.9

556.1

556.3

556.5

556.9

557.2

557.5

558.0

558.5

559.1

559.8

560.3

560.9

561.

6

562.4

563.2

564.2

565.1

566.0

556.39

556.56

556.73

556.90

557.06

0.338%

545

550

555

560560

545

550

555

560560

46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00

PV

C 47

+00.00

Ele

v 549.01

VPI 47

+50.00

Ele

v 549.01

PV

T 48

+00.00

Ele

v 550.69

VPI 49

+63.42

Ele

v 556.19

3.364

%

L=100.00’

142

+00

147

+50

OVERLAY EXISTING PAVEMENT 1.5"

549.0

549.1

549.3

549.9

551.

8

554.6

556.6

549.01

549.43

550.69

552.37

554.05

555.74

BEGIN RD APPR

STA. 47+00

END RD APPR

STA. 49+63.12

0.75%0.64%

=

=

Emb

Com

=SD

PROJECT TOTALS

-0.64%0.56%

0.75%0.64%

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA


(ft)

HEADWATER ELEV

25 5 553.99

100 6 554.38

185510

3744

SPCL DT LT !

SPCL DT RT !

= 4314Emb Bench

01485

=

=Emb

Com

=

=Emb

Com

=

=Emb

Com

STA 46+96 TO STA 50+00

MEMPHIS JUNCTION RD


BENNETT LANE STA 50+50 - STA 52+00


234

Sta. 140+50 to 147+50


1310

679

5

10

641

= 860Emb Bench

DESIGN

CHECK

RUNOFF

(cfs)

STORM

(YR)

FLOOD DATA

PIPE SITUATION BENNETT 50+56

(ft)

HEADWATER ELEV

25 2 554.25

100 3 554.38

1

1 REVISED 10-17-2011

560

570

580

590

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

111+50

560

570

580

590

560

570

580

590

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

112+00

560

570

580

590

STA.111+50 TO STA.112+50

6" STEEL G.L.

6" STEEL G.L.

8" PVC FORCED SAN SEW


TEL.TEL.

TEL.TEL.

12" PVC W.L.

12" PVC W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

574.4

571.

9

579.40

4.0%3.4%

4.0%

4:1

0.0%

2:1

577.11

4:1 5:14.0%

3.4%4.0%

4:1

0.0%

2:1

5:1 -0.50

%

570.00

-6.00

%

569.00

1"=10 VERT.SCALE: 1"= 10 HORIZ.

Cut 0 Vol Emb 813 Vol Com 0

Vol Com 1

Vol SD 19

Cut 1.5

560

570

580

590

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

111+71

560

570

580

590

578.44

4.00%

4.00%

4:1

0.00%2:

1

3.4%

573.97

2.7%

& 80’-24" EQ ENT PIPE

LT STA 111+71 CONST 50’ ASPHALT COM ENT

Vol Ent Com 20

Vol Ent Emb 47

Fill 401.1

SD 10.6

SD 8.1

Fill 404.1 Vol Emb 746

Vol SD 17


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

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316\

X0010

0X

S.

DG

NFIL

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NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

WARREN 3-317.00 X68

1"= VERT.SCALE: 1"= HORIZ.

MAINLINE

560

570

580

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

112+50

560

570

580

6" STEEL G.L.8" PVC FORCED SAN SEW

TEL.

TEL.

12" PVC W.L. 6" CAST IRON W.L.

569.9

574.82

4.0%3.4%

4.0%

4:1

0.0%

2:1

-6.23

%

566.00

Vol Emb 750

Vol Com 41

SD 14.1

Fill 405.5

Cut 43.3

Vol SD 21

10:1

2:1

560

570

580

590

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

111+50

560

570

580

590

560

570

580

590

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

112+00

560

570

580

590

STA.111+50 TO STA.112+50

6" STEEL G.L.

6" STEEL G.L.



TEL.TEL.

TEL.TEL.

12" PVC W.L.

12" PVC W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

574.4

571.

9

579.40

4.0%3.4%

4.0%

4:1

0.0%

2:1

577.11

4:1 5:14.0%

3.4%4.0%

4:1

0.0%

2:1

5:1 -0.50

%

570.00

-6.00

%

569.00


Cut 0 Vol Emb 813 Vol Com 0

Vol Com 1

Vol SD 19

Cut 1.5

560

570

580

590

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

111+71

560

570

580

590

578.44

4.00%

4.00%

4:1

0.00%2:

1

3.4%

573.97

2.7%

& 80’-24" EQ ENT PIPE


Vol Ent Com 20

Vol Ent Emb 47

Fill 401.1

SD 10.6

SD 8.1

Fill 404.1 Vol Emb 746

Vol SD 17


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

X0010

0X

S.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

WARREN 3-317.00 X68


MAINLINE

560

570

580

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

112+50

560

570

580

6" STEEL G.L.8" PVC FORCED SAN SEW

TEL.

TEL.

12" PVC W.L. 6" CAST IRON W.L.

569.9

574.82

4.0%3.4%

4.0%

4:1

0.0%

2:1

-6.23

%

566.00

Vol Emb 750

Vol Com 41

SD 14.1

Fill 405.5

Cut 43.3

Vol SD 21

10:1

2:1

1

1 REVISED 10-17-2011

STA.113+00 TO STA.114+50 1"=10 VERT.

SCALE: 1"= 10 HORIZ.


PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

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WP:d

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316\

X0010

0X

S.

DG

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E

NA

ME:

Jo

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n.Ross

US

ER:

13-

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T-2011

DA

TE:

E-S

HEET

NA

ME:

WARREN 3-317.00 X69


MAINLINE

560

570

580

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

113+00

560

570

580

550

560

570

580

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

113+50

550

560

570

580

550

560

570

580

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

114+00

550

560

570

580

550

560

570

580

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

114+50

550

560

570

580

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW




TEL.

TEL.

TEL.

TEL.

TEL. TEL.TEL.

TEL.

TEL.

TEL.TEL. TEL.

12" PVC W.L.

12" PVC W.L.

12" PVC W.L.

12" PVC W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

567.3

564.5

564.5

564.3

572.53

4.0%3.4%

4.0%

4:1

0.0%

2:1

570.26

4.0%3.4%

4.0%

4:1

0.0%

2:1

568.17

4.0%3.4%

4.0%

4:1

0.0%

2:1

566.27

4.0%3.4%

4.0%4:1

0.0%

2:1

Vol Emb 742 Vol Com 79

Vol Emb 712

Vol Com 83

Vol Emb 521

Vol Com 83


Vol SD 29

Vol SD 44

SD 12.5

Cut 42.5

Cut 46.7

Fill 373.1

10:1

10:1

10:1

10:1

Cut 43.1

SD 18.3

Fill 189.1

Cut 54.3

SD 29.5

Fill 38.8

Vol SD 37

2:1

-0.50

%

562.89

-0.50

%

562.64

-0.50

%

562.39

2:1

2:1

2:1

-0.50

%

562.14

Vol SD 39SD 27.7

Fill 395.5

STA.113+00 TO STA.114+50 1"=10 VERT.



PR

EP

AR

ED

BY

CH

EC

KE

D

BY

AP

PR

OV

ED

BY

DA

TE

DA

TE

DA

TE

IP_P

WP:d

ms10

316\

X0010

0X

S.

DG

NFIL

E

NA

ME:

Jo

natho

n.Ross

US

ER:

13-

OC

T-2011

DA

TE:

E-S

HEET

NA

ME:

WARREN 3-317.00 X69


MAINLINE

560

570

580

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

113+00

560

570

580

550

560

570

580

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

113+50

550

560

570

580

550

560

570

580

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

114+00

550

560

570

580

550

560

570

580

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

114+50

550

560

570

580

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW




TEL.

TEL.

TEL.

TEL.

TEL. TEL.TEL.

TEL.

TEL.

TEL.TEL. TEL.

12" PVC W.L.

12" PVC W.L.

12" PVC W.L.

12" PVC W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

6" CAST IRON W.L.

567.3

564.5

564.5

564.3

572.53

4.0%3.4%

4.0%

4:1

0.0%

2:1

570.26

4.0%3.4%

4.0%

4:1

0.0%

2:1

568.17

4.0%3.4%

4.0%

4:1

0.0%

2:1

566.27

4.0%3.4%

4.0%4:1

0.0%

2:1


Vol Emb 712

Vol Com 83

Vol Emb 521

Vol Com 83


Vol SD 29

Vol SD 44

SD 12.5

Cut 42.5

Cut 46.7

Fill 373.1

10:1

10:1

10:1

10:1

Cut 43.1

SD 18.3

Fill 189.1

Cut 54.3

SD 29.5

Fill 38.8

Vol SD 37

2:1

-0.50

%

562.89

-0.50

%

562.64

-0.50

%

562.39

2:1

2:1

2:1

-0.50

%

562.14

Vol SD 39SD 27.7

Fill 395.5

1

1 REVISED 10-17-2011

STA.115+00 TO STA.115+50 1"=10 VERT.



PR

EP

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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

115+00

550

560

570

580

550

560

570

580

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

115+50

550

560

570

580

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW

12" VC SAN SEW

TEL.

TEL. TEL.TEL. TEL.

TEL.

TEL.

TEL.

TEL. TEL.

12" PVC W.L.

12" PVC W.L.6" CAST IRON W.L.

6" CAST IRON W.L.

560.4

559.1

564.58

4.0%3.4%

4.0% 4:1

0.0%2:

1

563.08

4.0%3.4%

4.0%4:1

0.0%

2:1

-4.00

%

560.00

Vol Emb 110

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550

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580

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

114+99

550

560

570

580

4.0%

560.4

564.58

3.4%4.0% 4:1

0.0%

2:1

550

560

570

580

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

115+01

550

560

570

580

4.0%3.4%

564.58

560.4

0.80%

10:1

10:1

10:1

Fill 80.4

SD 17.8

Fill 161.9

SD 4.2

0.35%

5.3%

Vol Ent Com 31

Vol Ent Emb 14

Vol Ent Com 18

Vol Ent Emb 69

& (2) - 72’-24" EQ ENT PIPE


& (2) 66’-30" EQ ENT PIPE

RT STA 115+01 CONST 26’ ASPHALT COM ENT

Cut 30.8

Cut 30.6 Vol Com 57

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561.89

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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

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580

550

560

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580

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

115+50

550

560

570

580

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW

12" VC SAN SEW

TEL.

TEL. TEL.TEL. TEL.

TEL.

TEL.

TEL.

TEL. TEL.

12" PVC W.L.

12" PVC W.L.6" CAST IRON W.L.

6" CAST IRON W.L.

560.4

559.1

564.58

4.0%3.4%

4.0% 4:1

0.0%2:

1

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4.0%3.4%

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560.00

Vol Emb 110

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550

560

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580

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

114+99

550

560

570

580

4.0%

560.4

564.58

3.4%4.0% 4:1

0.0%

2:1

550

560

570

580

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

115+01

550

560

570

580

4.0%3.4%

564.58

560.4

0.80%

10:1

10:1

10:1

Fill 80.4

SD 17.8

Fill 161.9

SD 4.2

0.35%

5.3%

Vol Ent Com 31

Vol Ent Emb 14

Vol Ent Com 18

Vol Ent Emb 69

& (2) - 72’-24" EQ ENT PIPE


& (2) 66’-30" EQ ENT PIPE

RT STA 115+01 CONST 26’ ASPHALT COM ENT

Cut 30.8

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Vol Emb 224

2:1

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561.89

1

1 REVISED 10-17-2011

540

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570

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

124+00

540

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570

540

550

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570

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

124+50

540

550

560

570

540

550

560

570

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

125+00

540

550

560

570

STA.124+00 TO STA.125+00

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW

12" VC SAN SEW

12" VC SAN SEW

TEL. TEL.

TEL.

TEL.TEL.

TEL.

TEL. TEL.

TEL.

12" ACP W.L.

12" ACP W.L.

12" ACP W.L.

3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

554.1

553.9

553.7

554.94

2:1

5:14.0% 2.0% 2.0% 4.0% 2:

1

554.70

5:14.0% 2.0% 2.0% 4.0%

5:14:1

554.48

5:14.0% 2.0% 2.0% 4.0%

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12956

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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

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540

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570

540

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570

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

124+50

540

550

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570

540

550

560

570

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

125+00

540

550

560

570

STA.124+00 TO STA.125+00

6" STEEL G.L.

6" STEEL G.L.

6" STEEL G.L.

12" VC SAN SEW

12" VC SAN SEW

12" VC SAN SEW

TEL. TEL.

TEL.

TEL.TEL.

TEL.

TEL. TEL.

TEL.

12" ACP W.L.

12" ACP W.L.

12" ACP W.L.

3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

554.1

553.9

553.7

554.94

2:1

5:14.0% 2.0% 2.0% 4.0% 2:

1

554.70

5:14.0% 2.0% 2.0% 4.0%

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5:14.0% 2.0% 2.0% 4.0%

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550

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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

146+00

550

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550

560

570

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

146+50

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550

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570

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

147+00

550

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550

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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

147+50

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STA.146+00 TO STA.147+50

10" PVC W.L.

12" ACP W.L.

12" ACP W.L.

12" ACP W.L.

12" ACP W.L.

3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

560.9

561.

6562.4

563.2

560.87

5:1

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4:1

561.

60

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STA 147+50 END CONSTRUCTION


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STA.146+00 TO STA.147+50

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3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

3" PVC W.L.

560.9

561.

6562.4

563.2

560.87

5:1

4.0% 2.0% 2.0% 4.0%

4:1

561.

60

8:14.0% 2.0% 2.0% 4.0%

5:1

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8:14.0% 2.0% 2.0% 4.0%

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STA 147+50 END CONSTRUCTION


Cut 48.1

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12531 185510

50148

Vol Com 55

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172979

Vol Emb 15

Vol Com 114

Vol Com 61

3101

679

268

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1 REVISED 10-17-2011

KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622

CONTRACT ID: 111046 PAGE: 1 COUNTY: WARREN LETTING: 10/21/11 PROPOSAL: STP 7434(022) CALL NO: 104

---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- SECTION 0001 ROADWAY

---------------------------------------------------------------------------------------------------------- 0010 |00003 CRUSHED STONE BASE | 37,035.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0020 |00020 TRAFFIC BOUND BASE | 1,252.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0030 |00078 CRUSHED AGGREGATE SIZE NO 2 | 75,552.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0040 |00100 ASPHALT SEAL AGGREGATE | 228.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0050 |00190 LEVELING & WEDGING PG64-22 | 7,210.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0060 |00214 CL3 ASPH BASE 1.00D PG64-22 | 50,798.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0070 |00291 EMULSIFIED ASPHALT RS-2 | 27.500 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0080 |00324 CL3 ASPH SURF 0.50B PG64-22 | 10,179.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0090 |00440 ENTRANCE PIPE-15 IN | 69.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0100 |00441 ENTRANCE PIPE-18 IN | 71.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0110 |00443 ENTRANCE PIPE-24 IN | 50.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0120 |00445 ENTRANCE PIPE-30 IN | 125.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0130 |00450 ENTRANCE PIPE-15 IN EQUIV | 116.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0140 |00451 ENTRANCE PIPE-18 IN EQUIV | 77.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0150 |00452 ENTRANCE PIPE-24 IN EQUIV | 474.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0160 |00454 ENTRANCE PIPE-30 IN EQUIV | 132.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0170 |00462 CULVERT PIPE-18 IN | 872.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0180 |00464 CULVERT PIPE-24 IN | 468.000 LF | | | (REVISED: 10-18-11) | | | ---------------------------------------------------------------------------------------------------------- 0190 |00466 CULVERT PIPE-30 IN | 122.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0200 |00469 CULVERT PIPE-42 IN | 24.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------

WARREN COUNTYSTP 7434(022)

Revised: 10-18-11Revised: 10-11-11

Contract ID: 111046Page 116 of 125



---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0210 |00491 CULVERT PIPE-18 IN EQUIV | 107.500 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0220 |00494 CULVERT PIPE-30 IN EQUIV | 81.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0230 |00521 STORM SEWER PIPE-15 IN | 169.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0240 |01310 REMOVE PIPE | 198.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0241 |01373 METAL END SECTION TY 1-24 IN | 1.000 EACH| | | (ADDED: 10-18-11) | | | ---------------------------------------------------------------------------------------------------------- 0250 |01450 S & F BOX INLET-OUTLET-18 IN | 13.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0260 |01451 S & F BOX INLET-OUTLET-24 IN | 7.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0270 |01452 S & F BOX INLET-OUTLET-30 IN | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0280 |01480 CURB BOX INLET TYPE B | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0281 |01650 JUNCTION BOX | 1.000 EACH| | | (ADDED: 10-18-11) | | | ---------------------------------------------------------------------------------------------------------- 0290 |01825 ISLAND CURB AND GUTTER | 25.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0300 |01845 ISLAND INTEGRAL CURB | 34.500 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0310 |01982 DELINEATOR FOR GUARDRAIL-WHITE | 17.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0311 |02014 BARRICADE-TYPE III | 2.000 EACH| | | (ADDED: 10-11-11) | | | ---------------------------------------------------------------------------------------------------------- 0320 |02084 JPC PAVEMENT-8 IN | 610.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0330 |02091 REMOVE PAVEMENT | 2,116.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0340 |02223 GRANULAR EMBANKMENT | 210.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0350 |02230 EMBANKMENT IN PLACE | 173,561.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0360 |02242 WATER | 100.000 MGAL| | | | | | ---------------------------------------------------------------------------------------------------------- 0370 |02262 FENCE-WOVEN WIRE TYPE 1 | 383.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0380 |02265 REMOVE FENCE | 383.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0390 |02351 GUARDRAIL-STEEL W BEAM-S FACE | 2,625.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0400 |02360 GUARDRAIL TERMINAL SECTION NO 1 | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0410 |02363 GUARDRAIL CONNECTOR TO BRIDGE END TY A | 4.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0420 |02371 GUARDRAIL END TREATMENT TYPE 7 | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0430 |02381 REMOVE GUARDRAIL | 3,479.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0440 |02391 GUARDRAIL END TREATMENT TYPE 4A | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0450 |02429 RIGHT-OF-WAY MONUMENT TYPE 1 | 78.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0460 |02432 WITNESS POST | 20.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0470 |02469 CLEAN SINKHOLE | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0480 |02483 CHANNEL LINING CLASS II | 200.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0490 |02484 CHANNEL LINING CLASS III | 260.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0500 |02545 CLEARING AND GRUBBING | ( 1.00) LS | | | 53.3 ACRES | | | ---------------------------------------------------------------------------------------------------------- 0510 |02555 CONCRETE-CLASS B | 21.300 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0520 |02562 SIGNS | 500.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 0530 |02585 EDGE KEY | 354.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0540 |02599 FABRIC-GEOTEXTILE TYPE IV | 210,280.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0550 |02600 FABRIC GEOTEXTILE TY IV FOR PIPE | 6,075.000 SQYD| | | (REVISED: 10-18-11) | | 2.00| 12,150.00 ---------------------------------------------------------------------------------------------------------- 0560 |02650 MAINTAIN & CONTROL TRAFFIC | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0570 |02651 DIVERSIONS (BY-PASS DETOURS) | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0580 |02690 SAFELOADING | 34.250 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0590 |02726 STAKING | ( 1.00) LS | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0600 |02731 REMOVE STRUCTURE | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0610 |05950 EROSION CONTROL BLANKET | 8,183.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0620 |05966 TOPDRESSING FERTILIZER | 5.170 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0630 |05985 SEEDING AND PROTECTION | 100,000.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0640 |06406 SBM ALUM SHEET SIGNS .080 IN | 350.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 0650 |06407 SBM ALUM SHEET SIGNS .125 IN | 310.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 0660 |06410 STEEL POST TYPE 1 | 680.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0670 |06411 STEEL POST TYPE 2 | 1,260.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0680 |06510 PAVE STRIPING-TEMP PAINT-4 IN | 20,113.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0690 |06514 PAVE STRIPING-PERM PAINT-4 IN | 51,000.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0700 |06551 PAVE STRIPING-TEMP REM TAPE-Y | 2,000.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0710 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 400.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0720 |06574 PAVE MARKING-THERMO CURV ARROW | 46.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0730 |06582 PAVEMENT MARKER TYPE IV-BY | 625.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0740 |06589 PAVEMENT MARKER TYPE V-MW | 625.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0750 |06591 PAVEMENT MARKER TYPE V-BY | 653.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0760 |06600 REMOVE PAVEMENT MARKER TYPE V | 325.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0770 |08001 STRUCTURE EXCAVATION-COMMON | 11.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0780 |08100 CONCRETE-CLASS A | 14.380 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0790 |08150 STEEL REINFORCEMENT | 384.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 0800 |10020NS FUEL ADJUSTMENT | 155,864.000 DOLL| | | | | 1.00| 155,864.00 ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0810 |10030NS ASPHALT ADJUSTMENT | 164,272.000 DOLL| | | | | 1.00| 164,272.00 ---------------------------------------------------------------------------------------------------------- 0820 |20315ED CLAY SOIL CAP | 70.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0830 |21588NN METAL END SECTION TY 3-30 IN (EQUIV) | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0840 |21655EN REMOVE ASBESTOS PIPE | 280.000 LF | | | 12 IN | | | ---------------------------------------------------------------------------------------------------------- 0850 |23131ER701 PIPELINE VIDEO INSPECTION | 908.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0860 |23143ED KPDES PERMIT AND TEMP EROSION CONTROL | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0870 |23274EN11F TURF REINFORCEMENT MAT 1 | 3,939.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0002 BRIDGE-RETAINING WALL

---------------------------------------------------------------------------------------------------------- 0880 |02231 STRUCTURE GRANULAR BACKFILL | 1,246.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0890 |02998 MASONRY COATING | 126.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0900 |08001 STRUCTURE EXCAVATION-COMMON | 228.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0910 |08002 STRUCTURE EXCAV-SOLID ROCK | 281.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0920 |08100 CONCRETE-CLASS A | 260.500 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0930 |08150 STEEL REINFORCEMENT | 18,585.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 0940 |08151 STEEL REINFORCEMENT-EPOXY COATED | 313.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0003 BRIDGE-CONC ALT ALT GROUP AA1 25933 ---------------------------------------------------------------------------------------------------------- 0950 |02231 STRUCTURE GRANULAR BACKFILL | 502.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0960 |02998 MASONRY COATING | 564.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0970 |03299 ARMORED EDGE FOR CONCRETE | 238.700 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0980 |08001 STRUCTURE EXCAVATION-COMMON | 645.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0990 |08002 STRUCTURE EXCAV-SOLID ROCK | 175.000 CUYD| | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1000 |08020 CRUSHED AGGREGATE SLOPE PROT | 859.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1010 |08033 TEST PILES | 72.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1020 |08046 PILES-STEEL HP12X53 | 1,250.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1030 |08094 PILE POINTS-12 IN | 40.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1040 |08100 CONCRETE-CLASS A | 545.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1050 |08104 CONCRETE-CLASS AA | 823.600 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1060 |08136 MECHANICAL REINF COUPLER #11 | 59.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1070 |08150 STEEL REINFORCEMENT | 84,748.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1080 |08151 STEEL REINFORCEMENT-EPOXY COATED | 217,011.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1090 |08500 APPROACH SLAB | 434.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1100 |08634 PRECAST PC I BEAM TYPE 4 | 2,154.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1110 |08711 BRIDGE CHAIN LINK FENCE-6 FT | 203.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1120 |21532ED RAIL SYSTEM TYPE III | 489.200 LF | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0004 BRIDGE-STEEL ALT ALT GROUP AA2 25933 ---------------------------------------------------------------------------------------------------------- 1130 |02231 STRUCTURE GRANULAR BACKFILL | 473.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1140 |02998 MASONRY COATING | 562.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1150 |03299 ARMORED EDGE FOR CONCRETE | 238.700 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1160 |08001 STRUCTURE EXCAVATION-COMMON | 645.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1170 |08002 STRUCTURE EXCAV-SOLID ROCK | 178.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1180 |08020 CRUSHED AGGREGATE SLOPE PROT | 859.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1190 |08033 TEST PILES | 74.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1200 |08046 PILES-STEEL HP12X53 | 1,259.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1210 |08094 PILE POINTS-12 IN | 40.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1220 |08100 CONCRETE-CLASS A | 494.400 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1230 |08104 CONCRETE-CLASS AA | 698.100 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1240 |08136 MECHANICAL REINF COUPLER #11 | 51.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1250 |08150 STEEL REINFORCEMENT | 65,420.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1260 |08151 STEEL REINFORCEMENT-EPOXY COATED | 214,091.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1270 |08160 STRUCTURAL STEEL | ( 1.00) LS | | | 392,167 LB | | | ---------------------------------------------------------------------------------------------------------- 1280 |08170 SHEAR CONNECTORS | ( 1.00) LS | | | 8559 LB | | | ---------------------------------------------------------------------------------------------------------- 1290 |08500 APPROACH SLAB | 434.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1300 |08711 BRIDGE CHAIN LINK FENCE-6 FT | 203.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1310 |21532ED RAIL SYSTEM TYPE III | 489.200 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1320 |21679EN FIBERGLASS DRAIN PIPE | 79.700 LF | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0005 SIGNALIZATION

---------------------------------------------------------------------------------------------------------- 1330 |04793 CONDUIT-1 1/4 IN | 1,247.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1340 |04795 CONDUIT-2 IN | 1,943.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1350 |04811 JUNCTION BOX TYPE B | 26.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1360 |04820 TRENCHING AND BACKFILLING | 2,980.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1370 |04830 LOOP WIRE | 7,284.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1380 |04844 CABLE-NO. 14/5C | 2,465.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1390 |04845 CABLE-NO. 14/7C | 293.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1400 |04850 CABLE-NO. 14/1 PAIR | 15,743.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1410 |04885 MESSENGER-10800 LB | 1,462.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1420 |04895 LOOP SAW SLOT AND FILL | 2,602.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1430 |04931 INSTALL CONTROLLER TYPE 170 | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1440 |04932 INSTALL STEEL STRAIN POLE | 12.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1450 |04950 REMOVE SIGNAL EQUIPMENT | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1460 |20094ES835 TEMP RELOCATION OF SIGNAL HEAD | 24.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1470 |20188NS835 INSTALL LED SIGNAL-3 SECTION | 18.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1480 |20189NS835 INSTALL LED SIGNAL-5 SECTION | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1490 |21543EN BORE AND JACK CONDUIT | 90.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1500 |23157EN TRAFFIC SIGNAL POLE BASE | 58.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1510 |23982EC INSTALL ANTENNA | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0006 LIGHTING

---------------------------------------------------------------------------------------------------------- 1520 |04701 POLE 40 FT MTG HT | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1530 |04723 BRACKET 10 FT | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1540 |04740 POLE BASE | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1550 |04750 TRANSFORMER BASE | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1560 |04760 POLE W/SECONDARY CONTROL EQUIP | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1570 |04770 HPS LUMINAIRE | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1580 |04780 FUSED CONNECTOR KIT | 14.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1590 |04793 CONDUIT-1 1/4 IN | 1,285.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1600 |04795 CONDUIT-2 IN | 190.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1610 |04820 TRENCHING AND BACKFILLING | 1,285.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1620 |04832 WIRE-NO. 12 | 825.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1630 |04834 WIRE-NO. 6 | 2,200.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1640 |04835 WIRE-NO. 4 | 2,100.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1650 |04940 REMOVE LIGHTING | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 1660 |20391NS835 JUNCTION BOX TYPE A | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1670 |21543EN BORE AND JACK CONDUIT | 190.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0007 IITS

---------------------------------------------------------------------------------------------------------- 1680 |03381 PVC PIPE-2 IN | 880.000 LF | | | CONDUIT | | | ---------------------------------------------------------------------------------------------------------- 1690 |04795 CONDUIT-2 IN | 20.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1700 |04820 TRENCHING AND BACKFILLING | 440.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1710 |04835 WIRE-NO. 4 | 1,410.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1720 |04836 WIRE-NO. 2 | 1,200.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1730 |06400 GMSS GALV STEEL TYPE A | 1,612.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1740 |06490 CLASS A CONCRETE FOR SIGNS | 4.180 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1750 |20392NS835 JUNCTION BOX TYPE C | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1760 |20419ND ROADWAY CROSS SECTION | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1770 |21071ND DATA SURGE DEVICE | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1780 |21076ND FIBER TERMINATION RACK | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1790 |21077ED FIBER OPTIC CABLE | 400.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------






---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1800 |21458ND FIBER TRANSCEIVER SIGN | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1810 |21489ND RACK MOUNTED UPS | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1820 |23150NN COMMUNICATION CABLE | 50.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1830 |23944EC ADVANCED GROUNDING SYSTEM | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1840 |24387NC REM & REPL VAR MESS SIGN-DYNAMIC SIDE MT| 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0008 TRAINEES

---------------------------------------------------------------------------------------------------------- 1850 |02742 TRAINEE PAYMENT REIMBURSEMENT | 1,400.000 HOUR| | | 1 IRON WORKER | | | ---------------------------------------------------------------------------------------------------------- SECTION 0009 MOB AND DEMOB

---------------------------------------------------------------------------------------------------------- 1860 |02568 MOBILIZATION (NO MORE THAN 5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- 1870 |02569 DEMOBILIZATION (AT LEAST 1.5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- | | | TOTAL BID | ----------------------------------------------------------------------------------------------------------




October 18, 2011 · division of construction procurement . rg:ks . enclosures . number: letting...

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Transcript of October 18, 2011 · division of construction procurement . rg:ks . enclosures . number: letting...