November 13, 1997transportation.ky.gov/Construction-Procurement/Proposals... · 2017. 10. 11. ·...

November 2, 2012

CALL NO. 206

CONTRACT ID NO. 121354

ADDENDUM # 2

Subject: Trigg-Marshall Counties, 121GR12D054-BRO

Letting November 16, 2012

(1)Revised – Plan Sheets – R1, R2A, R2B, R7, R8, R13, R14, R31, R32, R33, R35,

R36, R38, R40, R41, R83, R85, X14, X15, X16, X18,

X20, X21, & X26

(2)Deleted – Plan Sheets – R25, R26, & R86 through R90

(3)Revised – Front Page of Proposal

(4)Revised – Completion Date – Page 4 of 177

(5)Added - Dynamic Pile Testing – Pages 78(a)-78(c) of 177

(6)Added - Static & Pseudo-Static Pile Testing – Page 96(a) of 177

(7)Revised – Material Summary – Pages 130-132(a) of 177

(8)Revised - Bid Items – Pages 173-175 of 177

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

Procurement/.

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

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

Sincerely,

Ryan Griffith

Director

Division of Construction Procurement

RG:ks

Enclosures

http://transportation.ky.gov/Construction-Procurement/http://transportation.ky.gov/Construction-Procurement/http://www.lynnimaging.com/kytransportation/

MARSHALL / TRIGG COUNTY

GRADE & DRAIN PLANS

TRIGG

MARSHALL/1-180.75 R1

RURAL ARTERIAL

ROLLING

55 MPH

2009

12,6002035

495'

N/A

(2035) 1,260

36 46 21

88 07 18

0' 12000' 24000'6000'

MARSHALL / TRIGG

1-180.75

THIS PROJECT IS A PARTIALLY

ACCESS SHALL BE PROVIDED ONLY

WHERE SPECIFICALLY INDICATED

ON PLANS.

CONTROLLED ACCESS HIGHWAY.

COUNTY

MARSHALL

COUNTY

CALLOWAY

COUNTY

TRIGG

N/A

15% (ADT)

N/A

0%

STEEL PLATE GIRDER BRIDGE

0° SKEW, CONTINUOUS WELDED

STA. 972+15 ~ CONST. 3-SPAN (180'-220'-180'),

THIS PROJECT IS ON THE NH SYSTEM

STA. 967+50

BEGIN CONSTRUCTION

STA. 1034+50

END CONSTRUCTION

3610.00 - LAKE BRIDGE (BY OTHERS)

RBI-001-10

RBI-002-06

RBI-003-08

RBI-004-04

RBR-001-11

RBR-010-05

RBR-015-04

RBR-016-04

RBR-020-05

RBR-035-10

FD52 079 0068 027-028 / FD52 111 0068 000-001

(502) 491-2411

LOUISVILLE, KENTUCKY 40220

3403 STONY SPRING CIR

STA 1007+33.88

COUNTY LINE

BRO 0801 (093)

11-16-2012

10-30-2012

BRO 0801 (093)

MICHAEL MCGREGOR

RECONSTRUCT US 68 / KY 80R2A, R2B, R2C, R25, R26

584.04 - LAGOON BRIDGE

AREAS (BY OTHERS)

440.00 - LAKE BRIDGE END BENT

RDD-040-04

RDI-001-09

RDI-002-04

RDI-020-08

RDI-021

RDI-025-04

RDI-026

RDI-035-01

RDP-001-05

RDP-010-08

RDX-210-02

RDX-215

RDX-220-04

RDX-225

RGS-001-06

RGS-002-05

RGX-001-05

RGX-010-03

RGX-200

RRE-002-04

TTC-100-03

TTC-135-01

TTD-110-01

TTD-120-01

TTD-125-01

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

LIN. FT.

DEDUCTED

ADDED

PLANS OF

PROPOSED PROJECT

STATE HIGHWAY ENGINEER

PROJECT

LIN. FT.

COUNTY OF

ITEM NO.

LENGTH LIN. FT. MILES

FOR EQUALITIES


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

2065.96 0.391

0

CROSS SECTION SHEETS

STRUCTURE PLANS

GEOTECHNICAL 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

GENERAL AND SPECIAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

LAYOUT SHEET

X1-X26

S1-S60

R38-R85

R37

R33-R36

R30-R32

R22-R29

R18-R21

R17

R3-R16

R2C

R2B

R2-R2A

R1

E-S

HE

ET

NA

ME:

R0010

0LS

Micro

Statio

n v8.11.9.292

COUNTY OF ITEM NO. SHEET NO.

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

2,650

MINUTES

MINUTES

Octo

ber 30, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

DATE:

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0010

0LS.

DG

NFIL

E

NA

ME:

(BY OTHERS)

& END BENT AREAS

KENTUCKY LAKE BRIDGE

STA. 986+50 TO STA. 1027+00

LANHAM

DAVID M.

22902

R

I

P

E

E

N

TA CK

N

E

O

S

EF

O

SCI

L

S

LA

RE

D

SN

ENI

GN

Y

F

TEO KE TU

10-30-2012

david-lDavid M. Lanham Signature

MARSHALL / TRIGG COUNTY

GRADE & DRAIN PLANS

TRIGG


RURAL ARTERIAL

ROLLING

55 MPH

2009

12,6002035

495'

N/A

(2035) 1,260

36 46 21

88 07 18

0' 12000' 24000'6000'

MARSHALL / TRIGG

1-180.75

THIS PROJECT IS A PARTIALLY

ACCESS SHALL BE PROVIDED ONLY

WHERE SPECIFICALLY INDICATED

ON PLANS.

CONTROLLED ACCESS HIGHWAY.

COUNTY

MARSHALL

COUNTY

CALLOWAY

COUNTY

TRIGG

N/A

15% (ADT)

N/A

0%

STEEL PLATE GIRDER BRIDGE

0° SKEW, CONTINUOUS WELDED

STA. 972+15 ~ CONST. 3-SPAN (180'-220'-180'),

THIS PROJECT IS ON THE NH SYSTEM

STA. 967+50

BEGIN CONSTRUCTION

STA. 1034+50

END CONSTRUCTION

3610.00 - LAKE BRIDGE (BY OTHERS)

RBI-001-10

RBI-002-06

RBI-003-08

RBI-004-04

RBR-001-11

RBR-010-05

RBR-015-04

RBR-016-04

RBR-020-05

RBR-035-10

FD52 079 0068 027-028 / FD52 111 0068 000-001

(502) 491-2411

LOUISVILLE, KENTUCKY 40220

3403 STONY SPRING CIR

STA 1007+33.88

COUNTY LINE

BRO 0801 (093)

11-16-2012

10-30-2012

BRO 0801 (093)

MICHAEL MCGREGOR

RECONSTRUCT US 68 / KY 80R2A, R2B, R2C, R25, R26

584.04 - LAGOON BRIDGE

AREAS (BY OTHERS)

440.00 - LAKE BRIDGE END BENT

RDD-040-04

RDI-001-09

RDI-002-04

RDI-020-08

RDI-021

RDI-025-04

RDI-026

RDI-035-01

RDP-001-05

RDP-010-08

RDX-210-02

RDX-215

RDX-220-04

RDX-225

RGS-001-06

RGS-002-05

RGX-001-05

RGX-010-03

RGX-200

RRE-002-04

TTC-100-03

TTC-135-01

TTD-110-01

TTD-120-01

TTD-125-01

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGSNUMBER

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

LIN. FT. MILES

FOR EQUALITIES


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

2065.96 0.391

0

CROSS SECTION SHEETS

STRUCTURE PLANS

GEOTECHNICAL 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

GENERAL AND SPECIAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

LAYOUT SHEET

X1-X26

S1-S60

R38-R85

R37

R33-R36

R30-R32

R22-R29

R18-R21

R17

R3-R16

R2C

R2B

R2-R2A

R1

E-S

HE

ET

NA

ME:

R0010

0LS

Micro

Statio

n v8.11.9.292


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

2,650

MINUTES

MINUTES

Octo

ber 30, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

DATE:

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0010

0LS.

DG

NFIL

E

NA

ME:

(BY OTHERS)

& END BENT AREAS

KENTUCKY LAKE BRIDGE

STA. 986+50 TO STA. 1027+00

LANHAM

DAVID M.

22902

R

I

P

E

E

N

TA CK

N

E

O

S

EF

O

SCI

L

S

LA

RE

D

SN

ENI

GN

Y

F

TEO KE TU

10-30-2012

david-lDavid M. Lanham Signature

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle

dee.mcelmurrayPolygon

dee.mcelmurrayTriangle1

dee.mcelmurrayText BoxREVISED 10-31-12









3:1

2'

3:1

!5' 5' 11' 11'11'11'4'3'

POINT

GRADE

POINT

GRADE

8%

2'

POINT

GRADEPOINT

GRADE

14'

2% 2%

NOTES:

WIDEN SHOULDER 3 FEET WHERE INSTALLING GUARDRAIL1

2

3 BY OTHERS

3

3

3

TYPICAL SECTIONS

!5' 5' 11' 11'11'11'4'3'

4

10:1 10:1

BERM

4

5

FUTURE MULTI-USE PATH SURFACING BY OTHERS

2%2%2%2%4% 2%2%

2%

2%2%2%2%2%2%

2%

8%

4%

3

4%

3

4' 3'

1

4%

3

4' 3'

1

3:1 TO 2:1

3:1 TO 2:1

2

2

PATH

MULTI-USE

!

POINT

GRADE

POINT

GRADE

HANDRAIL

1' 1'

1'-2"11' 11' 4' 10'11'11'4'1'-2"

74'-4"

4'4'

32'-2" 42'-2"

2% 2% 2%2% 2%2% 2%2%2%

COMMON EMB.

COMMON EMB.

TYPE I GEOTEXTILE FABRIC

TYPE IV GEOTEXTILE FABRIC

6

8

6

SHOULDER

SEE CROSS SECTIONS FOR SLOPES OUTSIDE THE LIMITS OF THE

7

EXISTING GROUNDLINE

TYPE III GEOTEXTILE FABRIC

8

7

EXISTING GROUNDLINE



6

8

TYPE III GEOTEXTILE FABRIC 7

STA. 975+07.04 TO 988+92NORMAL WEST CAUSEWAY

US 68 / KY 80

(BY OTHERS)STA. 988+92 TO 1025+02BRIDGE TYPICAL SECTION

US 68 / KY 80

STA. 1025+02 TO 1034+50NORMAL EAST CAUSEWAY

US 68 / KY 80

MAINLINE

GRANULAR EMBANKMENT

GRANULAR EMBANKMENT

GRANULAR EMBANKMENT AND EXISTING GROUNDLINE

TYPE III GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

1

1

MAX. FLOOD ELEV. 375

SUMMER POOL ELEV. 359

WINTER POOL ELEV. 354

CYCLOPEAN STONE RIP RAP




3:1

3:1

SEE DETAIL "A"

ON SHEET R2

SEE DETAIL "A"

ON SHEET R2

SEE CROSS SECTIONS FOR DITCH DETAILS

GRANULAR EMBANKMENT AND THE COMMON EMBANKMENT

TYPE IV GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

10:1

2'

5

5

10:13:13:1

2'

3:13:1

2'


9

9

ELEV. 363 ELEV. 363

ELEV. 375

ELEV. 363

9

ELEV. 375

RIP RAP

CYCLOPEAN STONE

ELEV. 363.

COMMON EMBANKMENT AND THE CYCLOPEAN STONE RIP RAP, ABOVE

TYPE I GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

BELOW ELEV. 363.

GRANULAR EMBANKMENT AND THE CYCLOPEAN STONE RIP RAP,

TYPE I GEOTEXTILE FABRIC SHALL NOT BE PLACED BETWEEN THE

10

SLAB DETAILS - STA. 975+07.04 TO STA. 975+32.04

SEE STRUCTURE PLANS FOR APPROACH

10 11

11

11

CAUSEWAY STA. 1025+02 TO STA. 1027+00 - BY OTHERS

WEST CAUSEWAY STA. 986+50 TO STA. 988+92 AND EAST

E-S

HE

ET

NA

ME:

R0020

AT

SMicro

Statio

n v8.11.9.292


TRIGG

MARSHALL/1-180.75 R2A

TYPICAL SECTIONS

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

SCALE: 1" =

1" =

10' HORIZONTAL

10' VERTICAL

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0020

AT

S.

DG

NFIL

E

NA

ME:

3:1

2'

3:1

!5' 5' 11' 11'11'11'4'3'

POINT

GRADE

POINT

GRADE

8%

2'

POINT

GRADEPOINT

GRADE

14'

2% 2%

NOTES:

WIDEN SHOULDER 3 FEET WHERE INSTALLING GUARDRAIL1

2

3 BY OTHERS

3

3

3

TYPICAL SECTIONS

!5' 5' 11' 11'11'11'4'3'

4

10:1 10:1

BERM

4

5

FUTURE MULTI-USE PATH SURFACING BY OTHERS

2%2%2%2%4% 2%2%

2%

2%2%2%2%2%2%

2%

8%

4%

3

4%

3

4' 3'

1

4%

3

4' 3'

1

3:1 TO 2:1

3:1 TO 2:1

2

2

PATH

MULTI-USE

!

POINT

GRADE

POINT

GRADE

HANDRAIL

1' 1'

1'-2"11' 11' 4' 10'11'11'4'1'-2"

74'-4"

4'4'

32'-2" 42'-2"

2% 2% 2%2% 2%2% 2%2%2%

COMMON EMB.

COMMON EMB.



6

8

6

SHOULDER

SEE CROSS SECTIONS FOR SLOPES OUTSIDE THE LIMITS OF THE

7

EXISTING GROUNDLINE

TYPE III GEOTEXTILE FABRIC

8

7

EXISTING GROUNDLINE



6

8

TYPE III GEOTEXTILE FABRIC 7

STA. 975+07.04 TO 988+92NORMAL WEST CAUSEWAY

US 68 / KY 80

(BY OTHERS)STA. 988+92 TO 1025+02BRIDGE TYPICAL SECTION

US 68 / KY 80

STA. 1025+02 TO 1034+50NORMAL EAST CAUSEWAY

US 68 / KY 80

MAINLINE

GRANULAR EMBANKMENT

GRANULAR EMBANKMENT

GRANULAR EMBANKMENT AND EXISTING GROUNDLINE

TYPE III GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

1

1








3:1

3:1

SEE DETAIL "A"

ON SHEET R2

SEE DETAIL "A"

ON SHEET R2

SEE CROSS SECTIONS FOR DITCH DETAILS

GRANULAR EMBANKMENT AND THE COMMON EMBANKMENT

TYPE IV GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

10:1

2'

5

5

10:13:13:1

2'

3:13:1

2'


9

9

ELEV. 363 ELEV. 363

ELEV. 375

ELEV. 363

9

ELEV. 375

RIP RAP

CYCLOPEAN STONE

ELEV. 363.

COMMON EMBANKMENT AND THE CYCLOPEAN STONE RIP RAP, ABOVE

TYPE I GEOTEXTILE FABRIC SHALL BE PLACED BETWEEN THE

BELOW ELEV. 363.

GRANULAR EMBANKMENT AND THE CYCLOPEAN STONE RIP RAP,

TYPE I GEOTEXTILE FABRIC SHALL NOT BE PLACED BETWEEN THE

10

SLAB DETAILS - STA. 975+07.04 TO STA. 975+32.04

SEE STRUCTURE PLANS FOR APPROACH

10 11

11

11

CAUSEWAY STA. 1025+02 TO STA. 1027+00 - BY OTHERS

WEST CAUSEWAY STA. 986+50 TO STA. 988+92 AND EAST

E-S

HE

ET

NA

ME:

R0020

AT

SMicro

Statio

n v8.11.9.292


TRIGG

MARSHALL/1-180.75 R2A

TYPICAL SECTIONS

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

SCALE: 1" =

1" =

10' HORIZONTAL

10' VERTICAL

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0020

AT

S.

DG

NFIL

E

NA

ME:

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle












PR

OJE

CT

TO

TA

L

EMBANKMENT IN PLACE INCLUDES:

CY COMMON EMBANKMENT

CY EMBANKMENT BENCHING

TOTAL EMBANKMENT IN PLACE

FOR MAINTENANCE OF TRAFFIC.

A

B

1

2

CONTRACTOR'S RESPONSIBILITY.

FOR SHRINKAGE AND SWELL FACTORS ARE THE

ARE FOR INFORMATION ONLY. ASSUMPTIONS

ADVISED THAT THE EARTHWORK CALCULATIONS

FOR DESIGN ONLY. THE CONTRACTOR IS

ESTIMATES OF EARTHWORK QUANTITIES ARE

COUNTY AND 2.20 ACRES IN TRIGG COUNTY.

APPROXIMATELY 5.29 ACRES IN MARSHALL

3

COUNTY COUNTY

MARSHALL TRIGG

96,685 39,375

40,201

1,544 826

SEE GEOTECHNICAL PLANS FOR SPECIFICATIONS.

SEE GEOTECHNICAL PLANS FOR DETAILS.

4

SLOPE PROTECTION.

STOCKPILING OF EXISTING STONE RIPRAP

FOR REMOVAL, RELOCATION AND/OR

3

2

1

A B

B

3 4

12,500

973

130

29,900

39,030

2.0

53,970

53,970

4,413

2

10,560

36

36

12

12

5,280

2

2

23,842

43,396

12,062

1

1

189

2

1

1

2

3,150

138,430

121,891

6,671

5,280

2,640

1

33

64

24554ED

20209EP69

8020

8019

5985

5966

5953

5952

5950

2726

2709

2707

2706

2704

2703

2701

2653

2650

2599

2598

2596

2569

2568

2562

2545

2391

2369

2367

2351

2230

2223

2204

2160

2159

2014

1982

443

WET SOIL MIXING

GRANULAR PILE CORE

CRUSHED AGGREGATE SLOPE PROTECTION


SEEDING & PROTECTION

TOPDRESSING FERTILIZER

TEMP SEEDING AND PROTECTION

TEMP MULCH

EROSION CONTROL BLANKET

STAKING

CLEAN TEMP SILT FENCE

CLEAN SILT TRAP TYPE B

CLEAN SILT TRAP TYPE A

SILT TRAP TYPE B

SILT TRAP TYPE A

TEMP SILT FENCE

LANE CLOSURE

MAINTAIN AND CONTROL TRAFFIC

FABRIC-GEOTEXTILE TYPE IV

FABRIC-GEOTEXTILE TYPE III

FABRIC-GEOTEXTILE TYPE I

DEMOBILIZATION

MOBILIZATION

SIGNS

CLEARING AND GRUBBING

GUARDRAIL END TREATMENT TYPE 4A


GUARDRAIL END TREATMENT TYPE 1

GUARDRAIL-STEEL W BEAM-S FACE

EMBANKMENT IN PLACE

GRANULAR EMBANKMENT

SPECIAL EXCAVATION

CLEAN TEMP DITCH

TEMP DITCH

BARRICADE-TYPE III

DELINEATOR FOR GUARDRAIL M/W

ENTRANCE PIPE - 24 IN

CU YD

CU YD

TON

TON

SQ YD

TON

SQ YD

SQ YD

SQ YD

LS

LF

EACH

EACH

EACH

EACH

LF

EACH

LS

SQ YD

SQ YD

SQ YD

LS

LS

SQ FT

LS

EACH

EACH

EACH

LF

CU YD

CU YD

CU YD

LF

LF

EACH

EACH

LF

98,229

UNIT

GENERAL SUMMARY

DESCRIPTION

E-S

HE

ET

NA

ME:

R0020

BS

UMicro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R2B

GENERAL SUMMARY SHEET

ITEM NOTES:

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0020

BS

U.

DG

NFIL

E

NA

ME:

US 68/

KY 80

MA

RS

HA

LL

CO

UN

TY

US 68/

KY 80

CO

UN

TY

TRIG

G

12,500

973

130

21,431

28,644

1.5

39,138

39,138

3,534

1

7,568

27

27

9

9

3,784

1

1

16,633

30,673

8,069

1

1

99.5

1

0

1

2

1,687.5

98,229

88,650

4,574

3,784

1,892

1

18

64

0

0

0

8,469

10,386

0.5

14,832

14,832

879

1

2,992

9

9

3

3

1,496

1

1

7,209

12,723

3,993

1

1

89.5

1

1

0

0

1,462.5

40,201

33,241

2,097

1,496

748

0

15

0

PR

OJE

CT

TO

TA

L

EMBANKMENT IN PLACE INCLUDES:

CY COMMON EMBANKMENT

CY EMBANKMENT BENCHING

TOTAL EMBANKMENT IN PLACE

FOR MAINTENANCE OF TRAFFIC.

A

B

1

2

CONTRACTOR'S RESPONSIBILITY.

FOR SHRINKAGE AND SWELL FACTORS ARE THE

ARE FOR INFORMATION ONLY. ASSUMPTIONS

ADVISED THAT THE EARTHWORK CALCULATIONS

FOR DESIGN ONLY. THE CONTRACTOR IS

ESTIMATES OF EARTHWORK QUANTITIES ARE

COUNTY AND 2.20 ACRES IN TRIGG COUNTY.

APPROXIMATELY 5.29 ACRES IN MARSHALL

3

COUNTY COUNTY

MARSHALL TRIGG

96,685 39,375

40,201

1,544 826

SEE GEOTECHNICAL PLANS FOR SPECIFICATIONS.

SEE GEOTECHNICAL PLANS FOR DETAILS.

4

SLOPE PROTECTION.

STOCKPILING OF EXISTING STONE RIPRAP

FOR REMOVAL, RELOCATION AND/OR

3

2

1

A B

B

3 4

12,500

973

130

29,900

39,030

2.0

53,970

53,970

4,413

2

10,560

36

36

12

12

5,280

2

2

23,842

43,396

12,062

1

1

189

2

1

1

2

3,150

138,430

121,891

6,671

5,280

2,640

1

33

64

24554ED

20209EP69

8020

8019

5985

5966

5953

5952

5950

2726

2709

2707

2706

2704

2703

2701

2653

2650

2599

2598

2596

2569

2568

2562

2545

2391

2369

2367

2351

2230

2223

2204

2160

2159

2014

1982

443

WET SOIL MIXING

GRANULAR PILE CORE

CRUSHED AGGREGATE SLOPE PROTECTION


SEEDING & PROTECTION


TEMP SEEDING AND PROTECTION

TEMP MULCH

EROSION CONTROL BLANKET

STAKING

CLEAN TEMP SILT FENCE


CLEAN SILT TRAP TYPE A

SILT TRAP TYPE B

SILT TRAP TYPE A

TEMP SILT FENCE

LANE CLOSURE

MAINTAIN AND CONTROL TRAFFIC

FABRIC-GEOTEXTILE TYPE IV

FABRIC-GEOTEXTILE TYPE III

FABRIC-GEOTEXTILE TYPE I

DEMOBILIZATION

MOBILIZATION

SIGNS

CLEARING AND GRUBBING



GUARDRAIL END TREATMENT TYPE 1

GUARDRAIL-STEEL W BEAM-S FACE

EMBANKMENT IN PLACE

GRANULAR EMBANKMENT

SPECIAL EXCAVATION

CLEAN TEMP DITCH

TEMP DITCH

BARRICADE-TYPE III

DELINEATOR FOR GUARDRAIL M/W

ENTRANCE PIPE - 24 IN

CU YD

CU YD

TON

TON

SQ YD

TON

SQ YD

SQ YD

SQ YD

LS

LF

EACH

EACH

EACH

EACH

LF

EACH

LS

SQ YD

SQ YD

SQ YD

LS

LS

SQ FT

LS

EACH

EACH

EACH

LF

CU YD

CU YD

CU YD

LF

LF

EACH

EACH

LF

98,229

UNIT

GENERAL SUMMARY

DESCRIPTION

E-S

HE

ET

NA

ME:

R0020

BS

UMicro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R2B

GENERAL SUMMARY SHEET

ITEM NOTES:

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0020

BS

U.

DG

NFIL

E

NA

ME:

US 68/

KY 80

MA

RS

HA

LL

CO

UN

TY

US 68/

KY 80

CO

UN

TY

TRIG

G

12,500

973

130

21,431

28,644

1.5

39,138

39,138

3,534

1

7,568

27

27

9

9

3,784

1

1

16,633

30,673

8,069

1

1

99.5

1

0

1

2

1,687.5

98,229

88,650

4,574

3,784

1,892

1

18

64

0

0

0

8,469

10,386

0.5

14,832

14,832

879

1

2,992

9

9

3

3

1,496

1

1

7,209

12,723

3,993

1

1

89.5

1

1

0

0

1,462.5

40,201

33,241

2,097

1,496

748

0

15

0

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle




















SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

SIGN

SIGNSIGN

IPC 207

IPC 208IPC 209

TOP EX. RIP RAP

W.S.E. 359 (SUMMER POOL)

W.S.E. 354 (WINTER POOL),

KENTUCKY LAKE



KENTUCKY LAKE

TOP EX. RIP RAP

TOP EX. RIP RAP

US 68/KY 80

TOP EX. RIP RAP

EL JB

EM

CASINGS

CROSS HOLE

C C

PT 985

+76.13

PI 978

+60.46

0' 100' 200'50'

N 80°16'02" E

EXIST. R/W

EXIST. R/W

D

e = NC

E = 18.34'

R = 14000.00'

L = 1432.59'

T = 716.92'

= 5°51'47" LT

P.I. STA. 978+60.46

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

(BY OTHERS)

BEGIN BRIDGE

STA 988+92.00

2' F.B. SURF. DT.

2' F.B. SURF. DT.

MA

TC

HLIN

E S

TA. 978

+00

MA

TC

HLIN

E S

TA. 993

+00

980

+00

985

+00

990

+00

123.60'

N 9°43'50" W

-215.00'

+00.00

-220.00'

+00.00

-240.00'

+75.00 -240.00'

+00.79

-196.40'

+00.79

-70.00'

+00.79

-189.32'

+26.54

53.60'

+00.78

MULTI-USE PATH (BY OTHERS)


GUARDRAIL


BRIDGE (BY OTHERS)

PERM. ESMT.

PERM. ESMT.

PERM. ESMT.PERM. ESMT.

PROP. DISTURB LIMITS


5'

5'

22'

22'

22'

22'

5'

5'


APPROXIMATE RT. STA. 986+07

AND TIE TO EX. GUARDRAIL

REMOVE EX. END TREATMENT

SINGLE FACE.

OF THE GUARDRAIL - STEEL "W" BEAM,

INCIDENTAL TO THE INSTALLATION

THE EX. END TREATMENT SHALL BE

TIE TO EX. GUARDRAIL AND REMOVAL OF

GUARDRAIL - STEEL "W" BEAM, SINGLE FACE.

RT. STA. 986+07 CONSTRUCT 812.5 LF OF

RT. STA. 978+00 TO APPROXIMATE

(DO NOT DISTURB)

WITH 4519 SY OF GEOTEXTILE FABRIC, TYPE 1

14536 TONS OF CYCLOPEAN STONE RIP RAP

STA. 978+00 TO STA. 987+10 CONSTRUCT

DITCH CONSTRUCTION CHART

ME

D

STA. TO STA.

LIMITS

DEPTH THICKNESSTYPE

LT

RT

SIZE/TYPEQUANTITY

CHANNEL LINING

X ECB978+00 to 986+50 SY1039 1.50' - 2' F.B. SURF.

(REMOVE)

(SURFACING BY OTHERS)

CONSTRUCT GRADE & DRAIN

BY OTHERS

(REMOVE)

END WEST CAUSEWAY

STA 986+50

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R00700

PL

Micro

Statio

n v8.11.9.292


TRIGG


STA. 978+00 TO STA. 993+00

PLAN SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R00700

PL.

DG

NFIL

E

NA

ME:

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

SIGN

SIGNSIGN

IPC 207

IPC 208IPC 209

TOP EX. RIP RAP



KENTUCKY LAKE



KENTUCKY LAKE

TOP EX. RIP RAP

TOP EX. RIP RAP

US 68/KY 80

TOP EX. RIP RAP

EL JB

EM

CASINGS

CROSS HOLE

C C

PT 985

+76.13

PI 978

+60.46

0' 100' 200'50'

N 80°16'02" E

EXIST. R/W

EXIST. R/W

D

e = NC

E = 18.34'

R = 14000.00'

L = 1432.59'

T = 716.92'

= 5°51'47" LT

P.I. STA. 978+60.46

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

(BY OTHERS)

BEGIN BRIDGE

STA 988+92.00

2' F.B. SURF. DT.

2' F.B. SURF. DT.

MA

TC

HLIN

E S

TA. 978

+00

MA

TC

HLIN

E S

TA. 993

+00

980

+00

985

+00

990

+00

123.60'

N 9°43'50" W

-215.00'

+00.00

-220.00'

+00.00

-240.00'

+75.00 -240.00'

+00.79

-196.40'

+00.79

-70.00'

+00.79

-189.32'

+26.54

53.60'

+00.78



GUARDRAIL


BRIDGE (BY OTHERS)

PERM. ESMT.

PERM. ESMT.

PERM. ESMT.PERM. ESMT.



5'

5'

22'

22'

22'

22'

5'

5'




REMOVE EX. END TREATMENT

SINGLE FACE.






RT. STA. 986+07 CONSTRUCT 812.5 LF OF

RT. STA. 978+00 TO APPROXIMATE

(DO NOT DISTURB)





ME

D

STA. TO STA.

LIMITS

DEPTH THICKNESSTYPE

LT

RT

SIZE/TYPEQUANTITY

CHANNEL LINING

X ECB978+00 to 986+50 SY1039 1.50' - 2' F.B. SURF.

(REMOVE)



BY OTHERS

(REMOVE)

END WEST CAUSEWAY

STA 986+50

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R00700

PL

Micro

Statio

n v8.11.9.292


TRIGG


STA. 978+00 TO STA. 993+00

PLAN SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R00700

PL.

DG

NFIL

E

NA

ME:

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle















PV

T 980

+10.00

Ele

v. 382.22

PV

C 986

+52.45

Ele

v. 384.83

VPI 990

+02.45

Ele

v. 386.26

0.407%

L 700'

SD 791'



(BY OTHERS)

KY LAKE BRIDGE

EX. GROUND

PROJECTED TO PROP. !

EX. CAUSEWAY GRADE (RT)

L 960'

SD 863'

4.000%

BRIDGE PIERS (RT.)

EX. EGGNER FERRY

373.83

+00

2' F.B. SURF. DT. (RT)

Sta. 978+00 to 993+00

Earthwork Quantities

Emb. Bench

Gran. Emb.

Common Emb.

=

=

=

0

63,339

65,580

2:1

+50

378.08

0.50%

3:1

BY OTHERS

SLOPE (BY OTHERS)

ULTIMATE SPILL-THROUGH

RIP RAP

CYCLOPEAN STONE

ELEV. 375

WEST CAUSEWAY

STA. 986+50 - END

978+00 978+50 979+00 979+50 980+00 980+50 981+00 981+50 982+00 982+50 983+00 983+50 984+00 984+50 985+00 985+50 986+00 986+50 987+00 987+50 988+00 988+50 989+00 989+50 990+00 990+50

353.8

353.8

354.0

354.2

354.0

354.2

354.5

355.1

355.4

355.6

356.1

357.0

356.8

356.4

356.4

357.2

357.0

357.4

358.1

358.3

358.2

358.5

358.1

358.9

357.9

350.8

382.37

382.15

382.04

382.05

382.18

382.38

382.58

382.79

382.99

383.19

383.40

383.60

383.80

384.01

384.21

384.42

384.62

384.82

385.08

385.47

385.99

386.64

387.41

388.32

389.35

390.51

991+00 991+50 992+00 992+50 993+00

342.5

339.4

337.4

332.6

330.2

391.

80

393.21

394.76

396.43

398.23

290

295

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

MA

TC

HLIN

E S

TA. 978

+00

MA

TC

HLIN

E S

TA. 993

+00

SECTIONS FOR GRADING DETAILS.

BY OTHERS). SEE TYPICAL SECTIONS AND CROSS

REPRESENT THE ULTIMATE PAVEMENT GRADE (SURFACING

NOTE: PROPOSED VERTICAL GRADE LINE ELEVATIONS

DATUM

DATUM

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R00800

PF

Micro

Statio

n v8.11.9.292


TRIGG


STA. 978+00 TO STA. 993+00

PROFILE SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R00800

PF.

DG

NFIL

E

NA

ME:




PV

T 980

+10.00

Ele

v. 382.22

PV

C 986

+52.45

Ele

v. 384.83

VPI 990

+02.45

Ele

v. 386.26

0.407%

L 700'

SD 791'



(BY OTHERS)

KY LAKE BRIDGE

EX. GROUND



L 960'

SD 863'

4.000%

BRIDGE PIERS (RT.)

EX. EGGNER FERRY

373.83

+00


Sta. 978+00 to 993+00


Emb. Bench

Gran. Emb.

Common Emb.

=

=

=

0

63,339

65,580

2:1

+50

378.08

0.50%

3:1

BY OTHERS

SLOPE (BY OTHERS)


RIP RAP

CYCLOPEAN STONE

ELEV. 375

WEST CAUSEWAY

STA. 986+50 - END

978+00 978+50 979+00 979+50 980+00 980+50 981+00 981+50 982+00 982+50 983+00 983+50 984+00 984+50 985+00 985+50 986+00 986+50 987+00 987+50 988+00 988+50 989+00 989+50 990+00 990+50

353.8

353.8

354.0

354.2

354.0

354.2

354.5

355.1

355.4

355.6

356.1

357.0

356.8

356.4

356.4

357.2

357.0

357.4

358.1

358.3

358.2

358.5

358.1

358.9

357.9

350.8

382.37

382.15

382.04

382.05

382.18

382.38

382.58

382.79

382.99

383.19

383.40

383.60

383.80

384.01

384.21

384.42

384.62

384.82

385.08

385.47

385.99

386.64

387.41

388.32

389.35

390.51

991+00 991+50 992+00 992+50 993+00

342.5

339.4

337.4

332.6

330.2

391.

80

393.21

394.76

396.43

398.23

290

295

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470


1" = 10' VERTICAL

MA

TC

HLIN

E S

TA. 978

+00

MA

TC

HLIN

E S

TA. 993

+00





DATUM

DATUM

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R00800

PF

Micro

Statio

n v8.11.9.292


TRIGG


STA. 978+00 TO STA. 993+00

PROFILE SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R00800

PF.

DG

NFIL

E

NA

ME:

david-lRectangle

david-lRectangle








SIGNSIGN

SIGNSIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

IPC 210

IPC 211

IPC 212IPC 213

IPC 214

TOP EX. RIP RAP

TOP EX. RIP RAP

TOP EX. RIP RAP

RIP RAP

TOP EX.

TOP EX. RIP RAP

US 68/KY 80

TOP EX. RIP RAP

#3434 #3433 #3432

#3431

UGT MARKER

UGT MARKER UGT MARKER

UGT MARKER

2-E 2-E

2-E

2-E

CASINGS

CROSS HOLE

C

1025

+00

1030

+00

1035

+00

PC 10

37

+24.51

0' 100' 200'50'

EXIST. R/W

EXIST. R/W

EXIST. R/W

N 80°16'02" E

FOREST SERVICE

U.S. DEPT. OF AGRICULTURE

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W

P/E

EXIST. R/W

(BY OTHERS)

END BRIDGE

STA 1025+02.00


MULTI-USE PATH (BY OTHERS)2' F.B. SURF. DT.

FOREST SERVICE

OF AGRICULTURE

U.S. DEPT.

FL

OO

DIN

G

ES

M'T

EX. P

ER

MA

NE

NT

FL

OO

DIN

G

ES

M'T

EX. T

EM

PO

RA

RY

FLOODING ESM'T

EX. PERMANENT

BY OTHERS

GRADE, DRAIN & SURFACING



FLOODING ESM'T

EX. TEMPORARY

MA

TC

HLIN

E S

TA. 10

23

+00

-210.00'

+00.00

-203.48'

+00.00

-196.28'

+98.60

MULTI-USE PATH (BY OTH

ERS)

GUARDRAIL

MA

TC

HLIN

E S

TA. 10

38

+00

BRIDGE (BY OTHERS)

D

Runout = 77'

Runoff = 84'

e = 2.2%

E = 28.30'

R = 6450.00'

L = 1206.31'

T = 604.92'

= 10°42'57" LT

P.I. STA. 1043+29.43

PERM. ESMT.



22'

22'

5'

5'

STA 1034+50.00

END CONSTRUCTION

MULTI-USE PATH

MULTI-USE PATH


SINGLE FACE.






RT. STA. 1038+00 CONSTRUCT 1100 LF OF

APPROXIMATE RT. STA. 1027+03 TO



REMOVE EX. END TREATMENT(DO NOT DISTURB)


ME

D

STA. TO STA.

LIMITS

DEPTH THICKNESSTYPE

LT

RT

SIZE/TYPEQUANTITY

CHANNEL LINING

SPEC. "V"

X *

ECB

ECB

1026+74 to 1027+00

1027+00 to 1030+00

1030+00 to 1032+50

X

X

SY

SY

*

-

-

2' F.B. SURF.

2' F.B. SURF.

1.00' 2.00'

367

375

1.50'

1.50'

(REMOVE)

(REMOVE)

(REMOVE)


(SEE GUARDRAIL CONST. NOTE)

CONTINUE GUARDRAIL



BY OTHERS

AT RT. STA. 1026+74.

RIP RAP BID ITEM. TIE TO EXISTING RIP RAP SLOPE PROTECTION

USED FOR CHANNEL LINING IS INCLUDED IN THE CYCLOPEAN STONE

* - USE CYCLOPEAN STONE RIP RAP AS CHANNEL LINING. QUANTITY





BEGIN EAST CAUSEWAY

STA 1027+00

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R013

00

PL

Micro

Statio

n v8.11.9.292


TRIGG


STA. 1023+00 TO 1038+00

PLAN SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R013

00

PL.

DG

NFIL

E

NA

ME:

SIGNSIGN

SIGNSIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

IPC 210

IPC 211

IPC 212IPC 213

IPC 214

TOP EX. RIP RAP

TOP EX. RIP RAP

TOP EX. RIP RAP

RIP RAP

TOP EX.

TOP EX. RIP RAP

US 68/KY 80

TOP EX. RIP RAP

#3434 #3433 #3432

#3431

UGT MARKER

UGT MARKER UGT MARKER

UGT MARKER

2-E 2-E

2-E

2-E

CASINGS

CROSS HOLE

C

1025

+00

1030

+00

1035

+00

PC 10

37

+24.51

0' 100' 200'50'

EXIST. R/W

EXIST. R/W

EXIST. R/W

N 80°16'02" E

FOREST SERVICE

U.S. DEPT. OF AGRICULTURE

AUTHORITY

TENNESSEE VALLEY

P

1

AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W

P/E

EXIST. R/W

(BY OTHERS)

END BRIDGE

STA 1025+02.00


MULTI-USE PATH (BY OTHERS)2' F.B. SURF. DT.

FOREST SERVICE

OF AGRICULTURE

U.S. DEPT.

FL

OO

DIN

G

ES

M'T

EX. P

ER

MA

NE

NT

FL

OO

DIN

G

ES

M'T

EX. T

EM

PO

RA

RY

FLOODING ESM'T

EX. PERMANENT

BY OTHERS




FLOODING ESM'T

EX. TEMPORARY

MA

TC

HLIN

E S

TA. 10

23

+00

-210.00'

+00.00

-203.48'

+00.00

-196.28'

+98.60

MULTI-USE PATH (BY OTH

ERS)

GUARDRAIL

MA

TC

HLIN

E S

TA. 10

38

+00

BRIDGE (BY OTHERS)

D

Runout = 77'

Runoff = 84'

e = 2.2%

E = 28.30'

R = 6450.00'

L = 1206.31'

T = 604.92'

= 10°42'57" LT

P.I. STA. 1043+29.43

PERM. ESMT.



22'

22'

5'

5'

STA 1034+50.00

END CONSTRUCTION

MULTI-USE PATH

MULTI-USE PATH


SINGLE FACE.






RT. STA. 1038+00 CONSTRUCT 1100 LF OF

APPROXIMATE RT. STA. 1027+03 TO



REMOVE EX. END TREATMENT(DO NOT DISTURB)


ME

D

STA. TO STA.

LIMITS

DEPTH THICKNESSTYPE

LT

RT

SIZE/TYPEQUANTITY

CHANNEL LINING

SPEC. "V"

X *

ECB

ECB

1026+74 to 1027+00

1027+00 to 1030+00

1030+00 to 1032+50

X

X

SY

SY

*

-

-

2' F.B. SURF.

2' F.B. SURF.

1.00' 2.00'

367

375

1.50'

1.50'

(REMOVE)

(REMOVE)

(REMOVE)


(SEE GUARDRAIL CONST. NOTE)

CONTINUE GUARDRAIL



BY OTHERS

AT RT. STA. 1026+74.

RIP RAP BID ITEM. TIE TO EXISTING RIP RAP SLOPE PROTECTION

USED FOR CHANNEL LINING IS INCLUDED IN THE CYCLOPEAN STONE

* - USE CYCLOPEAN STONE RIP RAP AS CHANNEL LINING. QUANTITY





BEGIN EAST CAUSEWAY

STA 1027+00

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R013

00

PL

Micro

Statio

n v8.11.9.292


TRIGG


STA. 1023+00 TO 1038+00

PLAN SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R013

00

PL.

DG

NFIL

E

NA

ME:

david-lRectangle

david-lRectangle

david-lRectangle

david-lRectangle












EX. GROUND



BY OTHERS






PV

T 10

25

+30.00

Ele

v. 383.91

PV

C 10

31+

50.00

Ele

v. 382.05

VPI 10

32

+00.00

Ele

v. 381.

90

PV

T 10

32

+50.00

Ele

v. 382.05

PV

C 10

36

+25.00

Ele

v. 383.18

VPI 10

36

+75.00

Ele

v. 383.33

PV

T 10

37

+25.00

Ele

v. 383.13

-0.300% 0.300%

L 100'

SD 681'

L 100'

SD 1592'

(BY OTHERS)

KY LAKE BRIDGE



BRIDGE PIERS (RT.)

EX. EGGNER FERRY


Sta. 1023+00 to 1038+00


STA. 1034+50

END CONSTRUCTION

Emb. Bench

Gran. Emb.

Common Emb.

=

=

=

826

33,241

39,375

PATH BERM (LT)

PATH B

ERM (L

T)

L 700'

SD 767'

0.00%

+00

363.00

380.50

+50

5.00%

ELEV. 359

SUMMER POOL

RIP RAP

CYCLOPEAN STONE

+00

376.50

+00

378.00

0.50%

2:1

3:1

3:1

(BY OTHERS)

ELEV. 363'

14' PATH BERM

BY OTHERS

ELEV. 375

+00

363.00

SLOPE (BY OTHERS)


EAST CAUSEWAY

STA. 1027+00 - BEGIN

1023+00 1023+50 1024+00 1024+50 1025+00 1025+50 1026+00 1026+50 1027+00 1027+50 1028+00 1028+50 1029+00 1029+50 1030+00 1030+50 1031+00 1031+50 1032+00 1032+50 1033+00 1033+50 1034+00 1034+50 1035+00 1035+50

334.8

347.7

355.1

357.2

355.4

356.2

357.0

357.6

357.7

357.9

357.8

357.7

358.2

358.6

359.2

360.8

362.7

365.1

365.0

367.5

374.2

379.1

380.4

381.

5

381.

8

381.

6

386.00

385.31

384.75

384.32

384.02

383.85

383.70

383.55

383.40

383.25

383.10

382.95

382.80

382.65

382.50

382.35

382.20

382.05

381.

98

382.05

382.20

382.35

382.50

382.65

382.80

382.95

1036+00 1036+50 1037+00 1037+50 1038+00

381.

6

381.

5

381.

9

382.2

381.

7

383.10

383.23

383.20

383.03

382.83

290

295

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

1" = 10' VERTICAL


MA

TC

HLIN

E S

TA. 10

23

+00

MA

TC

HLIN

E S

TA. 10

38

+00





DATUM

DATUM

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R014

00

PF

Micro

Statio

n v8.11.9.292


TRIGG


STA. 1023+00 TO STA. 1038+00

PROFILE SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R014

00

PF.

DG

NFIL

E

NA

ME:

EX. GROUND



BY OTHERS






PV

T 10

25

+30.00

Ele

v. 383.91

PV

C 10

31+

50.00

Ele

v. 382.05

VPI 10

32

+00.00

Ele

v. 381.

90

PV

T 10

32

+50.00

Ele

v. 382.05

PV

C 10

36

+25.00

Ele

v. 383.18

VPI 10

36

+75.00

Ele

v. 383.33

PV

T 10

37

+25.00

Ele

v. 383.13

-0.300% 0.300%

L 100'

SD 681'

L 100'

SD 1592'

(BY OTHERS)

KY LAKE BRIDGE



BRIDGE PIERS (RT.)

EX. EGGNER FERRY


Sta. 1023+00 to 1038+00


STA. 1034+50

END CONSTRUCTION

Emb. Bench

Gran. Emb.

Common Emb.

=

=

=

826

33,241

39,375

PATH BERM (LT)

PATH B

ERM (L

T)

L 700'

SD 767'

0.00%

+00

363.00

380.50

+50

5.00%

ELEV. 359

SUMMER POOL

RIP RAP

CYCLOPEAN STONE

+00

376.50

+00

378.00

0.50%

2:1

3:1

3:1

(BY OTHERS)

ELEV. 363'

14' PATH BERM

BY OTHERS

ELEV. 375

+00

363.00

SLOPE (BY OTHERS)


EAST CAUSEWAY

STA. 1027+00 - BEGIN

1023+00 1023+50 1024+00 1024+50 1025+00 1025+50 1026+00 1026+50 1027+00 1027+50 1028+00 1028+50 1029+00 1029+50 1030+00 1030+50 1031+00 1031+50 1032+00 1032+50 1033+00 1033+50 1034+00 1034+50 1035+00 1035+50

334.8

347.7

355.1

357.2

355.4

356.2

357.0

357.6

357.7

357.9

357.8

357.7

358.2

358.6

359.2

360.8

362.7

365.1

365.0

367.5

374.2

379.1

380.4

381.

5

381.

8

381.

6

386.00

385.31

384.75

384.32

384.02

383.85

383.70

383.55

383.40

383.25

383.10

382.95

382.80

382.65

382.50

382.35

382.20

382.05

381.

98

382.05

382.20

382.35

382.50

382.65

382.80

382.95

1036+00 1036+50 1037+00 1037+50 1038+00

381.

6

381.

5

381.

9

382.2

381.

7

383.10

383.23

383.20

383.03

382.83

290

295

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

300

305

310

315

320

325

330

335

340

345

350

355

360

365

370

375

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

455

460

465

470470

1" = 10' VERTICAL


MA

TC

HLIN

E S

TA. 10

23

+00

MA

TC

HLIN

E S

TA. 10

38

+00





DATUM

DATUM

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R014

00

PF

Micro

Statio

n v8.11.9.292


TRIGG


STA. 1023+00 TO STA. 1038+00

PROFILE SHEET

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R014

00

PF.

DG

NFIL

E

NA

ME:

david-lRectangle

david-lRectangle








FRAME

1 STORY

FRAM

E1 STO

RY

SIGN

18" R

CP

SIGN

KENTUCKY LAKE

WETLAND (PFO)

WETLAND (PEM)

BA

YVIE

W

RD.

US 68/KY 8

0

US 68/KY 80



KENTUCKY LAKE



KENTUCKY LAKE

POND

W.S.E. 359 (SUMMER

POOL)W.S.E. 35

4 (WINTER POOL),

KENTUCKY LAKE

SIGNS

SIGN

US 68/KY 80

CC

C

C

960

+00

965

+00

970

+00

975

+00

980

+00

985

+00

990

+00

PT 967

+03.52

PC 971+

43.54

PT 985

+76.13

PI 978

+60.46

PI 978

+60.46

0' 200' 400'100' BEGIN TO STA. 988+00

MAINTENANCE OF TRAFFIC

US 68/KY 80

DEPARTMENT OF PARKS

COMMONWEALTH OF KENTUCKY

AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W & C/AEXI

ST. R/

W & C/

A

EXIST. R

/W & C

/A FENC

E

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W & C/A

EXIST. R/W & C/A

EXIST. R/

W & C/A

LEGEND

GUARDRAIL

DEPARTMENT OF PARKS


AUTHORITY

TENNESSEE VALLEY

P

1

PERM. ESMT.

PERM. ESMT.

WORK AREA

TRAVELED WAY

N80°16'02"E

N86°07'49"E

GUARDRAIL INSTALLATION

CONST. 1-LANE CLOSURE FOR

24" ENTR. PIPE30'

(FLAGGERS INCIDENTAL)

WITH FLAGGERS

CONSTRUCTION ACCESS


ACCESS ENTRANCE WITH FLAGGERS

RT. STA. 976+50 ~ WEST CAUSEWAY CONSTRUCTION

TRAFFIC ONLY

FOR MAINTENANCE OF

(KY

LA

KE

BRID

GE

BY

OT

HE

RS)

ST

A. 990

+00

TO

ST

A. 10

14+00

NO

T

SH

OW

NR11-2 (48"x30")WITH ROAD CLOSED SIGN

TYPE III BARRICADE

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R0310

0M

TMicro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R31

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0310

0M

T.

DG

NFIL

E

NA

ME:

FRAME

1 STORY

FRAM

E1 STO

RY

SIGN

18" R

CP

SIGN

KENTUCKY LAKE

WETLAND (PFO)

WETLAND (PEM)

BA

YVIE

W

RD.

US 68/KY 8

0

US 68/KY 80



KENTUCKY LAKE



KENTUCKY LAKE

POND

W.S.E. 359 (SUMMER

POOL)W.S.E. 35

4 (WINTER POOL),

KENTUCKY LAKE

SIGNS

SIGN

US 68/KY 80

CC

C

C

960

+00

965

+00

970

+00

975

+00

980

+00

985

+00

990

+00

PT 967

+03.52

PC 971+

43.54

PT 985

+76.13

PI 978

+60.46

PI 978

+60.46

0' 200' 400'100' BEGIN TO STA. 988+00


US 68/KY 80

DEPARTMENT OF PARKS


AUTHORITY

TENNESSEE VALLEY

P

1

EXIST. R/W & C/AEXI

ST. R/

W & C/

A

EXIST. R

/W & C

/A FENC

E

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W & C/A

EXIST. R/W & C/A

EXIST. R/

W & C/A

LEGEND

GUARDRAIL

DEPARTMENT OF PARKS


AUTHORITY

TENNESSEE VALLEY

P

1

PERM. ESMT.

PERM. ESMT.

WORK AREA

TRAVELED WAY

N80°16'02"E

N86°07'49"E



24" ENTR. PIPE30'


WITH FLAGGERS

CONSTRUCTION ACCESS


ACCESS ENTRANCE WITH FLAGGERS

RT. STA. 976+50 ~ WEST CAUSEWAY CONSTRUCTION

TRAFFIC ONLY

FOR MAINTENANCE OF

(KY

LA

KE

BRID

GE

BY

OT

HE

RS)

ST

A. 990

+00

TO

ST

A. 10

14+00

NO

T

SH

OW

NR11-2 (48"x30")WITH ROAD CLOSED SIGN

TYPE III BARRICADE

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R0310

0M

TMicro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R31

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R0310

0M

T.

DG

NFIL

E

NA

ME:

david-lRectangle






SIGNSIGN

SIGNSIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

ELEV.= 359.

75

ELEV.= 358.

66

18" C

MP

42"

RC

P

GRAVEL

GRAVEL

RAMPBOAT

KENTUCKY L

AKE

KENTUCKY LAKE

KENTUCKY LAKE

TOP EX. RIP RAP

TOP EX. RIP RAP

TOP EX. RIP RAP



KENTUCKY LAKE

RIP RAP

TOP EX.

TOP EX. RIP RAP

US 68/KY 80

ELEV.= 371.

59

ELEV.= 366

.30

TOP EX. RIP RAP

C C

1015

+00

1020

+00

1025

+00

1030

+00

1035

+00

1040

+00

1045

+00

PC 10

37

+24.51

PI 10

43

+29.43

0' 200' 400'100'

OF KENTUCKY

COMMONWEALTH

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE,

EXIST. R/W

P/EP/E

EXIST. R/W

EXIST. R/W

EXIST. R/W

LEGEND

GUARDRAIL

E = 28.30'

R = 6450.00'

L = 1206.31'

T = 604.92'

Delta = 10°42'57"

N80°16'02"E

AUTHORITY

TENNESSEE VALLEY

P

1

PERM. ESMT.

PERM. ESMT.

FOREST SERVICE

U.S.D.A.,

WORK AREA

TRAVELED WAY

AUTHORITY

TENNESSEE VALLEY

P

1

STA. 1014+00 TO END


US 68/KY 80


WITH FLAGGERS

CONSTRUCTION ACCESS



TRAFFIC ONLY

FOR MAINTENANCE OF

(KY

LA

KE

BRID

GE

BY

OT

HE

RS)

ST

A. 990

+00

TO

ST

A. 10

14+00

NO

T

SH

OW

N

EXIST. R/W

CONSTRUCTION

PUBLIC BEACH DURING

CLOSE ACCESS TO

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R03200

MT

Micro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R32

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R03200

MT.

DG

NFIL

E

NA

ME:

SIGNSIGN

SIGNSIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

ELEV.= 359.

75

ELEV.= 358.

66

18" C

MP

42"

RC

P

GRAVEL

GRAVEL

RAMPBOAT

KENTUCKY L

AKE

KENTUCKY LAKE

KENTUCKY LAKE

TOP EX. RIP RAP

TOP EX. RIP RAP

TOP EX. RIP RAP



KENTUCKY LAKE

RIP RAP

TOP EX.

TOP EX. RIP RAP

US 68/KY 80

ELEV.= 371.

59

ELEV.= 366

.30

TOP EX. RIP RAP

C C

1015

+00

1020

+00

1025

+00

1030

+00

1035

+00

1040

+00

1045

+00

PC 10

37

+24.51

PI 10

43

+29.43

0' 200' 400'100'

OF KENTUCKY

COMMONWEALTH

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE,

EXIST. R/W

P/EP/E

EXIST. R/W

EXIST. R/W

EXIST. R/W

LEGEND

GUARDRAIL

E = 28.30'

R = 6450.00'

L = 1206.31'

T = 604.92'

Delta = 10°42'57"

N80°16'02"E

AUTHORITY

TENNESSEE VALLEY

P

1

PERM. ESMT.

PERM. ESMT.

FOREST SERVICE

U.S.D.A.,

WORK AREA

TRAVELED WAY

AUTHORITY

TENNESSEE VALLEY

P

1

STA. 1014+00 TO END


US 68/KY 80


WITH FLAGGERS

CONSTRUCTION ACCESS



TRAFFIC ONLY

FOR MAINTENANCE OF

(KY

LA

KE

BRID

GE

BY

OT

HE

RS)

ST

A. 990

+00

TO

ST

A. 10

14+00

NO

T

SH

OW

N

EXIST. R/W

CONSTRUCTION

PUBLIC BEACH DURING

CLOSE ACCESS TO

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R03200

MT

Micro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R32

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R03200

MT.

DG

NFIL

E

NA

ME:

david-lRectangle






0' 100' 200'50'

A

EROSION CONTROL LEGEND

SILT FENCE SF

SILT TRAP TYPE B

AALTERNATE 2

SILT TRAP TYPE A

ALTERNATE 1

SILT TRAP TYPE A

TEMPORARY SILT DITCH

OVERLAND SHEET FLOW

DISTURBED DRAINAGE AREA

PROPOSED R/W

PROPOSED EASEMENT

SILT TRAP TYPE C

EROSION CONTROL SUMMARY

Erosion Control Device

TEMPORARY MULCH

SILT TRAP TYPE B

LIN FT

LIN FT

LIN FT

SQ YD

TON

SQ YD

EACH

QuantitiesUnits

EACH

EACH

SQ YD

EACHCLEAN SILT TRAP TYPE A

SILT TRAP TYPE A


TEMPORARY DITCH

TEMPORARY SEED AND PROTECT

TEMPORARY SILT FENCE

CLEAN TEMPORARY SILT FENCE

SEEDING AND PROTECTION

SQ YD*EROSION CONTROL BLANKET

DISTURBED DRAINAGE AREAS

SECTION(ACRES)

DISTURBED AREA

(CU FT)

MAXIMUM SEDIMENT VOLUME

DDA#1

DDA#2

DDA#3

DDA#4

DDA#5

2.56 9,216

39,030

2,290

PLAN SHEETS.

QUANTITY TO LINE PERMANENT DITCHES IS SHOWN ON

*NOTE: QUANTITY SHOWN TO STABILIZE 2:1 SLOPES.

10,560

LIN FTCLEAN TEMPORARY DITCHES


SEDIMENTATION AND POLLUTION.

STAGING AREA AND THE WATER; THEREFORE, MINIMIZING THE POTENTIAL FOR IMPACTS SUCH AS

VEGETATED AREAS AND/OR PROPER SEDIMENT CONTROL STRUCTURES LOCATED BETWEEN THE

CLEANING/STAGING AREAS WILL BE LOCATED SUCH THAT EFFLUENT WILL BE FILTERED THROUGH

WILL NOT DIRECTLY ENTER THE WATER. FILTRATION OF EFFLUENT FROM EQUIPMENT

EQUIPMENT CLEANING/STAGING AREAS WILL BE LOCATED SUCH THAT RUNOFF FROM THESE AREAS

GUIDELINES OF THE CLEAN WATER ACT.

SPOIL MATERIALS SHALL NOT BE DUMPED INTO KENTUCKY LAKE, AS SPECIFIED UNDER SECTION 404

SOIL EROSION TO KENTUCKY LAKE ARE CONTROLLED AND MINIMIZED.

ALL EARTHWORK OPERATIONS SHALL BE CARRIED OUT IN SUCH A WAY THAT SEDIMENT RUNOFF AND

CONDITIONS.

TO THE MAXIMUM EXTENT PRACTICABLE, ALL WORK SHALL BE PERFORMED DURING LOW FLOW

SEDIMENTS AND DISTURBANCE TO SUBSTRATES AND BANK OR RIPARIAN VEGETATION.

IT SHALL BE PERFORMED IN SUCH A MANNER AND DURATION AS TO MINIMIZE RE-SUSPENSION OF

IN THOSE INSTANCES WHERE WORK WITHIN THE WATERS OF KENTUCKY LAKE IS UNAVOIDABLE, THEN

THE LAGOON BRIDGE, SHALL BE MINIMIZED TO LIMIT THE POTENTIAL IMPACTS TO AQUATIC LIFE.

DISTURBANCE WITHIN THE WATERS OF KENTUCKY LAKE, INCLUDING THE LAGOON UNDER

CONSTRUCTION IN AND NEAR THE WATERS OF KENTUCKY LAKE

EROSION CONTROL NOTES

BMP, KEPT ON SITE, AND AVAILABLE FOR PUBLIC INSPECTION.

DEVELOPMENT AND UTILIZATION OF THESE MEASURES WILL BE RECORDED AS PART OF THE

PROJECT AND WORK CONDITIONS AND SHALL BE APPROVED BY THE RESIDENT ENGINEER. THE

EROSION CONTROL MEASURES EMPLOYED BY THE CONTRACTOR WILL BE UNIQUE TO THE

SPECIFICATIONS.

BY THE ENGINEER, PAYMENT WILL BE ACCORDING TO SECTION 213.04 OF THE STANDARD

APPROVED BY THE ENGINEER. WHEN ADDITIONAL CLEAN-OUTS ARE PERFORMED AS DIRECTED

WHEN DIRECTED BY THE ENGINEER, AND PROPERLY DISPOSE OF THE MATERIAL AT SITES

AND SILT FENCES ACCORDING TO SECTION 213.03.05 OF THE STANDARD SPECIFICATIONS, OR

THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS

EXCAVATION OR DISTURBANCE WITHIN A DRAINAGE AREA.

EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY

WITH THE OCTOBER, 2004 LETTING.

FOR ROAD AND BRIDGE CONSTRUCTION, AND THE SUPPLEMENTAL SPECS EFFECTIVE

DEVELOP THE BMP ACCORDING TO SECTION 213.03.01 OF THE STANDARD SPECIFICATIONS

PROVIDE A STARTING POINT FOR THE CONTRACTOR AND RESIDENT ENGINEER TO

THE EROSION CONTROL PLANS DO NOT CONSTITUTE A BMP BY THEMSELVES. THEY

OF THE AFOREMENTIONED SILT BASIN OR TRAPS.

FILTER DEVICES MAY BE USED OR THE OVERLAND FLOW MAY BE DIVERTED TO ONE

ADJACENT PROPERTY OWNER. WHERE OVERLAND FLOW EXIST, A SILT FENCE OR OTHER

COLLECTION POINT PRIOR TO DISCHARGING INTO A BLUE LINE STREAM OR ONTO AN

OR SILT TRAP TYPE B SHALL ALWAYS BE PLACED AT THE MOST REMOTE DOWNSTREAM

IF A SILT BASIN IS NOT USED THEN ONE SILT TRAP TYPE A, ALTERNATE NUMBER 2

DOCUMENTATION PROCEDURES ESTABLISHED BY THE DIVISION OF CONSTRUCTION.

USED AND THE VOLUME PROVIDED BY EACH SILT TRAP IN ACCORDANCE WITH THE

BY THE CONTRACTOR TO DETAIL THE SELECTION OF EACH EROSION CONTROL DEVICE

THE EROSION CONTROL PLAN SHALL BE ANNOTATED AS THE WORK PROCEEDS

UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT TRAPS (ACRES). -

OF 100 SQUARE FOOT PER LINEAR FOOT OF SILT FENCE.

AREAS PROTECTED BY SILT FENCE SHALL BE COMPUTED AT A MAXIMUM RATE

UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT FENCE (ACRES). -

THE USE OF TEMPORARY MULCH IS ENCOURAGED. -

TEMPORARY MULCH.(ACRES).

CONTROL BLANKET OR OTHER GROUND PROTECTION MATERIAL SUCH AS

UP GRADIENT AREAS THAT HAVE BEEN RECLAIMED AND PROTECTED BY EROSION -

UP GRADIENT AREAS NOT DISTURBED (ACRES). -

AMOUNTS:

THE REQUIRED VOLUME AT EACH SILT TRAP MAY BE REDUCED BY THE FOLLOWING

SHALL BE DETERMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER.

OF THE ENGINEER. THE REQUIRED VOLUME CALCULATION FOR EACH SILT TRAP

CONTRIBUTING AREAS ARE DISTURBED OR ARE STABILIZED TO THE SATISFACTION

VOLUME AT EACH ADDED SILT TRAP SHALL BE COMPUTED AS UP GRADIENT

REMOVED IN ORDER TO ACHIEVE THE BEST MANAGEMENT PLAN. THE REQUIRED

PHASE OF CONSTRUCTION. AS WORK PROCEEDS, SILT TRAPS MAY BE ADDED OR

SHALL COMPUTE THE VOLUME NECESSARY TO CONTROL SEDIMENT DURING EACH

OF DISTURBED GROUND DURING EACH PHASE OF CONSTRUCTION. THE CONTRACTOR

THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS TO MINIMIZE THE AMOUNT

PER DISTURBED CONTRIBUTING ACRE.

ALL SILT CONTROL DEVICES SHALL BE SIZED TO RETAIN A VOLUME OF 3,600 CUBIC FEET

CONTRACTOR.

CONTROL DEVICES UNTIL SUCH TIME THAT OWNERSHIP CAN BE TRANSFERRED TO THE LAKE BRIDGE

THE DEPARTMENT WILL THEN BE RESPONSIBLE FOR MAINTENANCE AND CLEANING OF THESE EROSION

213.04 OF THE STANDARD SPECIFICATIONS.

APPROVED BY THE ENGINEER. PAYMENT FOR FINAL CLEAN-OUT WILL BE ACCORDING TO SECTION

213.03.05 OF THE STANDARD SPECIFICATIONS AND PROPERLY DISPOSE OF THE MATERIAL AT SITES

CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS AND SILT FENCES ACCORDING TO SECTION

DEPARTMENT. PRIOR TO TRANSFER OF OWNERSHIP, THE CONTRACTOR SHALL BE REQUIRED TO

SUBSEQUENT KY LAKE BRIDGE REPLACEMENT PROJECT AND BECOME THE PROPERTY OF THE

AT THE TIME OF PROJECT COMPLETION SHALL REMAIN IN PLACE FOR USE BY OTHERS UNDER THE

EROSION CONTROL DEVICES THAT ARE IN PLACE, FUNCTIONING, AND APPROVED BY THE ENGINEER

CONTRACTOR COORDINATION - EROSION CONTROL DEVICES

ELEVATION 375.

CONSTRUCTED. CONSTRUCT SILT FENCE AT THE TOP OF THE RIP RAP SLOPE PROTECTION,

PHASE 2: REMOVE SILT FENCE CONSTRUCTED IN PHASE 1 AS THE RIP RAP SLOPE PROTECTION IS

CONSTRUCT SILT FENCE AT THE BOTTOM OF THE COMMON EMBANKMENT, ELEVATION 363.

RAP SLOPE PROTECTION CAN BE CONSTRUCTED TO PROTECT THE COMMON EMBANKMENT,

PHASE 1: DURING CONSTRUCTION OF COMMON EMBANKMENT AND UNTIL SUCH TIME THAT THE RIP

SILT FENCE PHASING ON PROPOSED CAUSEWAYS

53,970

12

36

12

36

5,280

2,640

5,280

2.0

53,970

2.92

2.61

1.84

1.23

10,512

9,396

6,624

4,428

US 68/KY 80

Octo

ber 29, 2012

DA

TE P

LO

TT

ED:

david-l

US

ER:

E-S

HE

ET

NA

ME:

R03300

EC

Micro

Statio

n v8.11.9.292


TRIGGMARSHALL/

1-180.75 R33

EROSION CONTROL NOTES

J:\J

OB

S\

KT

C\

LA

KE

BRID

GES\_FIN

AL S

UB

MIT

TA

L\01-

018

0.75_

RE

V-2\

CO

NT

RA

CT

PL

AN

S

AN

D

PR

OP

OS

AL\

CO

NT

RA

CT

PL

AN

SE

T\

RO

AD

WA

Y\

R03300

EC.

DG

NFIL

E

NA

ME:

0' 100' 200'50'

A

EROSION CONTROL LEGEND

SILT FENCE SF

SILT TRAP TYPE B

AALTERNATE 2

SILT TRAP TYPE A

ALTERNATE 1

SILT TRAP TYPE A

TEMPORARY SILT DITCH

OVERLAND SHEET FLOW

DISTURBED DRAINAGE AREA

PROPOSED R/W

PROPOSED EASEMENT

SILT TRAP TYPE C

EROSION CONTROL SUMMARY

Erosion Control Device

TEMPORARY MULCH

SILT TRAP TYPE B

LIN FT

LIN FT

LIN FT

SQ YD

TON

SQ YD

EACH

QuantitiesUnits

EACH

EACH

SQ YD

EACHCLEAN SILT TRAP TYPE A

SILT TRAP TYPE A


TEMPORARY DITCH

TEMPORARY SEED AND PROTECT

TEMPORARY SILT FENCE

CLEAN TEMPORARY SILT FENCE

SEEDING AND PROTECTION

SQ YD*EROSION CONTROL BLANKET

DISTURBED DRAINAGE AREAS

SECTION(ACRES)

DISTURBED AREA

(CU FT)

MAXIMUM SEDIMENT VOLUME

DDA#1

DDA#2

DDA#3

DDA#4

DDA#5

2.56 9,216

39,030

2,290

PLAN SHEETS.

QUANTITY TO LINE PERMANENT DITCHES IS SHOWN ON

*NOTE: QUANTITY SHOWN TO STABILIZE 2:1 SLOPES.

10,560

LIN FTCLEAN TEMPORARY DITCHES


SEDIMENTATION AND POLLUTION.

STAGING AREA AND THE WATER; THEREFORE, MINIMIZING THE POTENTIAL FOR IMPACTS SUCH AS

VEGETATED AREAS AND/OR PROPER SEDIMENT CONTROL STRUCTURES LOCATED BETWEEN THE

CLEANING/STAGING AREAS WILL BE LOCATED SUCH THAT EFFLUENT WILL BE FILTERED THROUGH

WILL NOT DIRECTLY ENTER THE WATER. FILTRATION OF EFFLUENT FROM EQUIPMENT

EQUIPMENT CLEANING/STAGING AREAS WILL BE LOCATED SUCH THAT RUNOFF FROM THESE AREAS

GUIDELINES OF THE CLEAN WATER ACT.

SPOIL MATERIALS SHALL NOT BE DUMPED INTO KENTUCKY LAKE, AS SPECIFIED UNDER SECTION 404

SOIL EROSION TO KENTUCKY LAKE ARE CONTROLLED AND MINIMIZED.

ALL EARTHWORK OPERATIONS SHALL BE CARRIED OUT IN SUCH A WAY THAT SEDIMENT RUNOFF AND

CONDITIONS.

TO THE MAXIMUM EXTENT PRACTICABLE, ALL WORK S

November 13, 1997transportation.ky.gov/Construction-Procurement/Proposals... · 2017. 10. 11. ·...

Documents

Transcript of November 13, 1997transportation.ky.gov/Construction-Procurement/Proposals... · 2017. 10. 11. ·...