commonwealth of kentucky department of highways · department of highways layout map lin. ft. miles...

$: Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS · department of highways layout map lin. ft. miles ... n 8 11. 7. 4 4 3 county of item no. ... 17 8 5 \ a c t i v e \ 17 8 5 6 6 0$
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

JEFFERSON

05-9008.00

FD52 1550 CO56 E143

9037001 D

1453.32 0.28

1314.43 0.25

CROSS SECTION SHEETS

TRAFFIC PLANS

PIPE DRAINAGE SHEETS

COORDINATE CONTROL SHEETS

EROSION CONTROL SHEETS

TRAFFIC CONTROL NOTES

DETAIL SHEETS

PLAN AND PROFILE SHEETS

TYPICAL SECTIONS-SUMMARY OF QUANTITIES

LAYOUT SHEET

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COUNTY OF ITEM NO. SHEET NO.

JEFFERSON 05-9008.00 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

URBAN ARTERIAL

LEVEL

45 MPH

360’

1625’

2015 49,600

MINUTES

MINUTES

12

35

56

28 85

38

DATE:

9037001D JEFFERSON COUNTY

KY 1747 (HURSTBOURNE PARKWAY)

TTS-115-02

TTD-125-02

TTC-160-02

TTC-115-03

TPM-145-03

TPM-110-03

TPM-100-03

RPM-170-09

RPM-120-07

RPM-110-07

RPM-100-01

RPM-010-06

RGX-200-01

RGX-040-03

RGX-001-06

RGS-002-06

RGS-001-07

RDX-215-01

RDX-210-03

RDX-160-06

RDI-041-01

RDI-035-02

RDI-026-01

RDI-025-05

RDI-020-09

RDI-001-10

RDD-030-08

RDB-420-05

RDB-410-06

RDB-400-05

RDB-283-04

RDB-282-04

RBD-281-03

RDB-280-06

RDB-101-05

RDB-100-05

RDB-019-04

RDB-018-04

RDB-017-03

RDB-016-03

RDB-015-04

RDB-014-06

RDB-013-07

RDB-006-08

RDB-003-08

RBR-016-05

RBR-015-05

RBR-010-06

RBR-005-11

RBR-001-12

RBI-002-07

RBI-001-11

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KY 155 (TAYLORSVILLE ROAD) AT

2000 ’ 4000 ’ 8000 ’0’

KY 1747 STA. 50+00.00

KY 155 STA. 303+12.25 =

X1-X8

T1-T14

R29-R30

R27-R28

R21-R26

R20

R13-R19

R3-R12

R2-R2F

R1

R2A-R2F

TOTAL SHEETS: 52

THESE PLANS ARE FOR GRADE, DRAIN, AND SURFACING

THE CONTROL OF ACCESS ON THIS

PROJECT SHALL BE BY PERMIT

THIS PROJECT IS ON THE NH SYSTEM

KY 155 KY 1747

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STA. 295+05.18

BEGIN CONSTRUCTION

STA. 309+58.50

END CONSTRUCTION

1

1

11’ TO 12’ 11’ TO 12’ 0’ TO 22’ 0’ TO 12’

2

3

VARIES

DETAIL "C"

AND GUTTER

STANDARD CURB

SAWCUT LINE

TYPICAL SECTIONS

VARIES VARIESVA

RIES

VARIESVARIES 2’

SIDEWALK OR SHOULDER.

SEE CROSS SECTIONS FOR CONSTRUCTION OUTSIDE THE

2’ 3’ 5’ 2’

11’

MATCH EXISTING

1

2’

VARIES

2’ 4’ 2’ 11’

MATCH EXISTING

11’11’11’11’2’11’ 11’

MATCH EXISTING

MATCH EXISTING

6’3’

VARIES

VARIES

MIN.4" DGA

ROADWAY, MEDIAN, AND ISLAND TRANSITIONS.

SEE DETAIL SHEETS AND CROSS SECTIONS FOR PROPOSED

DETAIL "A"

MEDIAN

REMOVE

DETAIL "B"

MEDIAN

REMOVE

DETAIL "B"

DETAIL "B"

DETAIL "C"

2.00%

4.00%8.00%

4.00" CL3 AB 1.00D PG64-22 (WIDENING)



4.00" DGA BASE (WIDENING)

DETAIL "A"

1.50" CL3 AS 0.38A PG64-22 (OVERALL)

12"

4.00" DGA BASE

GUARDRAIL

WIDENED TO 3’ FOR

TYPICAL 2’ SHOULDER

DAYLIGHT DGA BASE

1.50" CL3 AS 0.38A PG64-22 (OVERALL)

REMOVE MEDIAN AND REPLACE FULL DEPTH

11’11’

MEDIAN AND ISLAND TRANSITIONS.


4" CONC. SIDEWALK

BARRIER MEDIAN

OR

MEDIAN DETAIL)

(SEE RAISED ASPHALT

AND GUTTER

STANDARD CURB

KY 155 (TAYLORSVILLE ROAD) STA. 299+10 TO STA. 302+95

4

4

IS TO BE INSTALLED.

SHOULDER SHALL BE WIDENED 1 FOOT WHERE GUARDRAIL

5

5

KY 155 (TAYLORSVILLE ROAD) STA. 295+05.18 TO STA. 299+10

SAWCUT LINE

3:1 MAX.

3:1

SHOULDERS

MAINLINE PAVEMENT

16.00" BASE

1.50" SURFACE

1.50" SURFACE

1.50" CL3 ASPH. SURF. 0.38A PG64-22

(2 COURSES)

ASPHALT CURING SEAL

1.50" CL2 ASPH. SURF. 0.38A PG64-22

SIZE NO. 8 OR 9M

20 lb/s.y. ASPHALT SEAL AGGREGATE (EACH COURSE)

2.4 lb/s.y. ASPHALT SEAL COAT (EACH COURSE)

- USING -

GRADE, DRAIN & SURFACING

NEW CONSTRUCTION

SIZE NO.8 OR 9M

ASPHALT SEAL AGGREGATE @ 20 lb/sy

ASPHALT CURING SEAL @ 2.4 lb/sy

FILL SLOPE. TWO APPLICATIONS OF THE FOLLOWING:

SHOULDERS TO A POINT TWO FEET DOWN THE DITCH OR

ASPHALT SEAL REQUIRED FROM OUTSIDE EDGE OF PAVED

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" DGA

16.00" BASE

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" DGA

(MAX.)

2.00% (MAX.)

AS SHOWN ON PLANS

EXISTING PAVEMENT

MILL AND OVERLAY

AS SHOWN ON PLANS

EXISTING PAVEMENT

MILL AND OVERLAY

EXIST. ASPH. SURFACE

MILL AND OVERLAY

EXIST. ASPH SURFACE

MILL AND OVERLAY

2’ MIN

6

6

6

6

6

6

EXPECTED TO BE 31 FEET FROM CENTERLINE OF KY 155.

AS APPLICABLE. LIMITS OF JPC PAVEMENT ARE

TO 2 INCHES DOWN TO EXISTING JPC PAVEMENT

MILL EXISTING SURFACE APPROXIMATELY 1.5

FOR VERTICAL FACE

SAWCUT AS NEEDED

FOR VERTICAL FACE

SAWCUT AS NEEDED

WHERE APPLICABLE

LONGITUDINAL EDGE KEY

EX. JPC

EX. JPC

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" DGA BASE

EARTHWORK QUANTITIES)

MATERIAL (INCLUDED IN

AND BACKFILL WITH SUITABLE

REMOVE EXISITNG PAVEMENT

SHOWN IN PLANS

WITH CL3 AS 0.38A PG64-22 AS

MILL AND OVERLAY EX. PVMT .

4

2’ MIN

EX. JPC

ASPHALT PVMT.

EX. FULL DEPTH

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1

2

3

TYPICAL SECTIONS

11’11’11’11’11’2’2’

1 MATCH EXISTING8.00%

VARIES

0’ TO 22’

DETAIL "D"




4.00" DGA BASE (WIDENING)

DETAIL "D"

DAYLIGHT DGA BASE

1.50" CL3 AS 0.38A PG64-22 (WIDENING)

11’11’11’ 12’

OR

VA

RIES

VA

RIES

12’12’ 12’

VARIES VARIESVARIES

VARIES

12’ TO 24’

DETAIL "E" DETAIL "F"

ROADWAY, MEDIAN, AND ISLAND TRANSITIONS.


MEDIAN AND ISLAND DETAILS.


VARIES

VARIES

VARIES

DETAIL "E"

VARIES

MIN.4" DGA

DETAIL "F"

CURB OR SHOULDER.

SEE CROSS SECTIONS FOR CONSTRUCTION OUTSIDE THE

BARRIER MEDIAN TYPE 5


2’ 2’ 2’ 2’

KY 155 (TAYLORSVILLE ROAD) STA. 304+00 TO STA. 309+58

KY 1747 (HURSTBOURNE PARKWAY) STA. 56+34 TO STA. 59+50

4

3:1 MAX.

3:1

SAWCUT LINE

MAINLINE PAVEMENT

- USING -

GRADE, DRAIN & SURFACING

NEW CONSTRUCTION

SIZE NO.8 OR 9M





ASPHALT SEAL REQUIRED FROM OUTSIDE EDGE OF PAVED4

SHOULDERS

16.00" BASE

1.50" SURFACE

1.50" SURFACE

1.50" CL3 ASPH. SURF. 0.38A PG64-22

(2 COURSES)

ASPHALT CURING SEAL

1.50" CL2 ASPH. SURF. 0.38A PG64-22

SIZE NO. 8 OR 9M

20 lb/s.y. ASPHALT SEAL AGGREGATE (EACH COURSE)

2.4 lb/s.y. ASPHALT SEAL COAT (EACH COURSE)

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" DGA

16.00" BASE

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" CL3 ASPH. BASE 1.00D PG64-22

4.00" DGA

VERTICAL FACE

AS NEEDED FOR

SAWCUT LINE

2’ MIN

2’ MIN

EX. JPC

VARIES

PVMT.

ASPH.

EX.

PVMT.

ASPH.

EX.

VERTICAL FACE

AS NEEDED FOR

SAWCUT LINE

2’ MIN

WHERE APPLICABLE


1.50" CL3 AS 0.38A PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" DGA BASE

1.50" CL3 AS 0.38A PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

4.00" DGA BASE

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TYPICAL SECTIONS

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DETAIL "H"

4.00" DGA BASE

12"

DETAIL "I"

DETAIL "G"

SECTION A-A ASPHALT ENTRANCE

2’ PAVED SHOULDER2’ PAVED SHOULDER

DRIVING LANE

SE

E

X-S

EC

TIO

NS

MA

TC

H

EXIS

T

EN

T.

FULL DEPTH ASPHALT PAVEMENT

TYPICAL COMMERCIAL ENTRANCE

A

A

(SEE PLANS)

RADIUS VARIES

IN PLANS

WIDTH AS SHOWNPAVEMENT

MATCH EXIST.

PAVEMENT

EXIST. ENTRANCE

DGA --------------------------------------

CL 3 ASPH BASE 1.00D PG64-22-------------

CL 3 ASPH SURF 0.38A PG64-22-------------

VARIES

GRADE

PAVEMENT 12% MAX.

ASPHALT ENTRANCE

2’ TRAFFIC LANES

PAVEMENT

MAINLINE

4.00 INCHES

3.00 INCHES

1.25 INCHES

TYPICAL SECTIONS

APPROACH LT. 307+60

DISCOUNT TIRE ACCESS

LT. 297+50

HURSTBOURNE LANE

VARIES VARIES

DETAIL "I"

4.00" DGA BASE

12"

8.00%

2’ 17’ RADIAL 2’VARIES VARIES

MATCH EXISTINGMATCH EXISTING 2% CROWN

DETAIL "H"DETAIL "G"

2’6’

2.00%

AND GUTTER

STANDARD CURB

SIDEWALK

4" CONC.

DAYLIGHT DGA

STANDARD CURB AND GUTTER

1.25" CL3 AS 0.38A PG64-22

3.00" CL3 AB 1.00D PG64-22

1.25" CL3 AS 0.38A PG64-22

3.00" CL3 AB 1.00D PG64-22

(6" GUTTER)

AND GUTTER MOD

STANDARD CURB

(6" GUTTER)

AND GUTTER MOD

STANDARD CURB

(6" GUTTER)

AND GUTTER MOD

STANDARD CURB

ISLAND

RAISED ASPHALT ISLAND

12" 12"

2" CL3 AS 0.38A PG64-22

COMPACTED EARTH

DGA BASE (4" MIN.)

AND GUTTER

STANDARD CURB

AND GUTTER

STANDARD CURB

4" DGA BASE

MILL AND OVERLAY

EXISTING PAVEMENT CONSTRUCTION

FULL DEPTH

1

V

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V V

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V

2

2

3:1 MAX

4" CONC. SIDEWALK

3:1 MAX3:1

MAX3:1 MAX

SEE PLAN SHEETS FOR PROPOSED ISLAND DETAILS.

1

SIZE NO.8 OR 9M





ASPHALT SEAL REQUIRED FROM OUTSIDE EDGE OF PAVED

4.00" DGA BASE

4.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

RESIDENTIAL ASPHALT ENTRANCE PAVEMENT

DGA --------------------------------------

CL 3 ASPH BASE 1.00D PG64-22-------------

CL 3 ASPH BASE 1.00D PG64-22-------------

CL 3 ASPH SURF 0.38A PG64-22-------------

4.00 INCHES

4.00 INCHES

3.00 INCHES

1.25 INCHES

RAISED CONCRETE MEDIAN

DGA BASE (4" MIN.)

AND GUTTER

STANDARD CURB

AND GUTTER

STANDARD CURB

MILL AND OVERLAY

EXISTING PAVEMENT CONSTRUCTION

FULL DEPTHV

V

V

V

V

VV

V

V V

V

V

V

V

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V

VV V

V

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VV

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VV

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VV

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VV

V

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V

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V

VV

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V

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V

VV

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V

V

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V

VV

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VV

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V

V

VV

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V

V

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VV

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V

V

6" CLASS A CONCRETE

V

V

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VV V

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VV

V

NEW PAVEMENT

12 INCHES

LONGITUDINAL EDGE KEY DETAIL

4 INCHES

NEW ASPHALT SURFACE

NEW SURFACE

MIN. 18 INCHES

EXISTING BITUMINOUS PAVEMENT

1.25" CL3 AS 0.38A PG64-22

3.00" CL3 AB 1.00D PG64-22

4.00" CL3 AB 1.00D PG64-22

(4" MIN)

DGA BASE

COMMERCIAL ASPHALT ENTRANCE PAVEMENT

HURSTBOURNE LANE AND

(SEE BELOW)

ASPH. ENTRANCE PVMT.

FULL DEPTH COMMERCIAL

TRANSVERSE EDGE KEYS WHICH SHALL ALSO BE BID AS LOGITUDINAL EDGE KEY.

BITUMINOUS MATERIAL REMOVED. THIS DETAIL SHALL ALSO APPLY TO

EQUIPMENT, ETC. TO PERFORM THE WORK AND DISPOSE OF THE

EDGE KEY" SHALL INCLUDE ALL NECESSARY MATERIALS, LABOR,

THE CONTRACT UNIT PRICE BID PER LINEAR FOOT FOR "LONGITUDINAL

SO THE TOP ASPHALT BASE LAYER MAY HEEL INTO THE EXISTING PAVEMENT.

INCLUDE MILLING THE EXISTING BITUMINOUS BASE 4" DEEP BY 12" WIDE,

LIMITS OF EXISITING JPC PAVEMENT. WORK UNDER THIS ITEM SHALL

BE REQUIRED. IF LESS THAN 2 FEET, REMOVE EXISTING ASPHALT TO

OF BITUMINOUS PAVEMENT FROM EXISTING JPC PAVEMENT SHALL

EXISTING BITUMINOUS PAVEMENT. A MINIMUM WIDTH OF 2 FEET

CONTRACTOR SHALL USE LONGITUDINAL EDGE KEY ADJACENT TO

FOR VERTICAL FACE

SAWCUT 6" AS NEEDED

SURFACE

CONSTRUCT NEW ASPH.

MILL EX. SURFACE AND

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GENERAL SUMMARY

UNITDESCRIPTIONITEM

01810 LF

01811 LF

01923 SY

02015 SY

02091 SY

02200 CY

02351 LF

02360

02381 LF

02568 LS

STANDARD CURB AND GUTTER

STANDARD CURB AND GUTTER MOD

STANDARD BARRIER MEDIAN TYPE 5

CEMENT CONCRETE ISLAND

REMOVE PAVEMENT

GUARDRAIL-STEEL W BEAM-S FACE

GUARDRAIL TERMINAL SECTION NO 1 EACH

REMOVE GUARDRAIL

MOBILIZATION

02650 LS

02677

02720 SY

MAINTAIN AND CONTROL TRAFFIC

ASPHALT PAVE MILLING & TEXTURING

02721 SYREMOVE CONCRETE SIDEWALK

SIDEWALK - 4 IN CONCRETE

02160 LF

02159 LFTEMP DITCH

CLEAN TEMP DITCH

02704

02705

02706

02707

02708

SILT TRAP TYPE A

SILT TRAP TYPE B

SILT TRAP TYPE C

CLEAN SILT TRAP TYPE A

CLEAN SILT TRAP TYPE B

CLEAN SILT TRAP TYPE C

02703

LFTEMP SILT FENCE02701

EACH

EACH

EACH

EACH

EACH

EACH

05950 SY

05952 SY

EROSION CONTROL BLANKET

TEMP MULCH

05953 SY

05963

TEMP SEED AND PROTECT

INITIAL FERTILIZER TON

02726 LSSTAKING

0

31

-

-

0

0.03

-

740

287.5

287.5

1

TON 242

202

3

3

3

3

3

3

266

315

138

76

49

0

-

-

50

0.04

-

235

0

162

2

2

2

2

2

2

197

0

0

0

-

-

0

0.01

-

0

329

3

3

3

3

3

3

409

156

0

49

31

1

1

50

0.08

1

975

287.5

287.5

1

306

1,384

693

1,384

8

8

8

8

8

8

342

1,251

724

491

76

(WES

T)

KY 15

5

(EA

ST)

KY 15

5

KY 17

47

0

0

404 323 657

0 0

0 0

43 21

404 323 657

76 0

457 644 150

343 483 113 939

TO

TA

L

PR

OJE

CT

02671 PORTABLE CHANGEABLE MESSAGE SIGN EACH - -

02775 EACH - -ARROW PANEL

- 4

- 2

942 569

UNITDESCRIPTIONITEM

06574

06514 LF

06516 LF

06530 LF

06568 LF

PAVE STRIPING REMOVAL-4 IN

PAVE STRIPING THERMO-STOP BAR-24 IN

06576

06589

06591

06592

SF

PAVE MARKING-THERMO CURV ARROW EACH

PAVE MARKING-THERMO ONLY EACH

PAVE MARKER TYPE V-MW

PAVE MARKER TYPE V-BY

PAVE MARKER TYPE V-B W/R

06590 PAVE MARKER TYPE V-MY

EACH

EACH

EACH

EACH

59

42

LF 0

DETECTABLE WARNINGS23158ES505

PAVE STRIPING-PERM PAINT-4 IN

PAVE STRIPING-PERM PAINT-8 IN

12

0

220782NS714

2

EACH

EACHPAVE MARKING THERMO-BIKE LANE ARROW24386EC

PAVE MARKING THERMO-BIKE

LF 16PAVE MARKING-THERMO YIELD BAR-36 IN22520EN

06565 LFPAVE MARKING-THERMO X-WALK-6 IN 167

06542 LF 66

67

0

0

39

4,650

64

40

4

0

0

0

14

198

0

12

0

0

2

1,282

0

0

12

5

0

0

0

0

615

0

49

0

3,036

82

28

5

2

2

30

822

66

615

79

49

41

8,968

2,163

(WES

T)

KY 15

5

(EA

ST)

KY 15

5

KY 17

47

963 0

00

150150

PAVE STRIPING-THERMO-6 IN W

TO

TA

L

PR

OJE

CT

2 0EACH 0 2

20550ND LF 2,334 1,311 4,732

10EACH24631EC 10 7 27BARCODE SIGN INVENTORY

24768EC

21134ND REMOVE-STORE AND REINSTALL SIGN

LANE SEPARATOR CURB

06546 PAVE STRIPING-THERMO-12 IN W LF 0 0 211 211

457

122 245

06600 EACH 20 0 46 66REMOVE PAVE MARKER TYPE V

10030NS DOLL

DOLLFUEL ADJUSTMENT

ASPHALT ADJUSTMENT

10020NS

21289ED

0

55 00 55


23131ER701 PIPELINE VIDEO INSPECTION

21417ES717 PAVE MARK THERMO CONE CAP-SOLID YELLOW

LF

LF

SF05964

05985 SY

20-10-10 FERTILIZER

SEEDING AND PROTECTION

TON

06406 SFSBM ALUM SHEET SIGNS .080 IN

06410 LFSTEEL POST TYPE 1

0.05

104

0.06 0.02 0.13

1,876

260

163

685 966 225

65

58 55 50

91

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GENERAL SUMMARY SHEET

1,200

06598 0PAVEMENT MARKING REMOVAL SF 130 100 230

105 105

254 670 1,087 2,011

1,087SAWCUT PAVEMENT

169 252 421

2,7251,214ROADWAY EXCAVATION *

* REMOVAL OF CURB AND GUTTER, MEDIANS, AND ISLANDS WHERE SHOWN IS INCLUDED IN ROADWAY EXCAVATION

4,839

12,155

SH

EET

NO.

SKEW

UNIT TO BID

ITEM CODE

REMARKS

TOTAL PROJECT

R3 297+53 36

440 462 521 1433 1480 1559 1568

18 IN

OU

TLET T

Y 1

SL

OPE

D

BO

X

INLET T

Y

B

CU

RB

BO

X

INLET T

Y 6E

DR

OP

BO

X

INLET 13-75

DR

OP

BO

X

522

112

240

16

95

41

22

12

13

2

1

2

1

1

1

1

1

1

1298+40

R7

R9

58+20R11

299+97.16

299+75.26

299+34.35

56+41.62

R11 60+60

H=3.80’

H=3.95’

H=4.30’

H=4.62’

H=3.20’

H=5.45’

H=5.73’

298+74

51+87.43

1496

(OMIT

AP

RO

N)

INLET T

Y 3

DR

OP

BO

X

51+68.97 1° LT 8 1 H=2.81’

R5 72 1304+71.60

307+55

PIPE DRAINAGE SUMMARY

RE

MO

VE PIP

E

EACH EACH EACH EACH EACHEACHLF LF LF LF LF

1705

EACH

1709

EACH

1310

BO

X IN

LET

&

GU

TTE

R

RE

MO

VE

CU

RB

CA

TC

H

BA

SIN

ADJ

US

T

1

1

1298+23 290

31

1 1

28

78

88

20

238

TAYLORSVILLE (WEST)

TAYLORSVILLE (EAST)

HURSTBOURNE PKWY

36 112 170 0 427 2 3 0 0 1 0 02

36 6 3 1 1 2109112 410 774

0 0 0 0 1 1240 2390 13

0 4 0 1 0 01080 0 96 0 0 0

1 3 1

1 1 1

R3

R3

R3

R3

R3

R3

R5

R5

INLET 13-3

DR

OP

BO

X

15 IN

PIP

E

EN

TR

AN

CE

18 IN

PIP

E

CU

LV

ER

T

PIP

E 15 IN

SE

WE

R

ST

OR

M

PIP

E 18 IN

SE

WE

R

ST

OR

M

NOTES

ESTIMATED AT 110 LBS. PER SQ. YD.

1

PER INCH OF DEPTH, UNLESS NOTED

OTHERWISE.

ITEM UNIT

PAVING SUMMARY

ITEM

PAVING AREAS

S Q U A R E Y A R D S

CODE

ITEM

ALL ASPHALT MIXTURES SHALL BE

PA

RK

WA

Y

HU

RS

TB

OU

RN

E

KY 17

47

PA

RK

WA

Y

HU

RS

TB

OU

RN

E

KY 17

47

28TON

TON

TON00001

00100

DGA BASE

4" DGA BASE

1

YD. PER INCH OF DEPTH.

ESTIMATED AT 1 15 LBS. PER SQ.

3,547 2,336

2,282

193

2.77

449 667

293

RO

AD (W

ES

T)

TA

YL

ORS

VIL

LE

KY 15

5

214

1,215

RO

AD (E

AS

T)

TA

YL

ORS

VIL

LE

KY 15

5

547

6.86

124

RO

AD (W

ES

T)

TA

YL

ORS

VIL

LE

KY 15

5

RO

AD (E

AS

T)

TA

YL

ORS

VIL

LE

KY 15

5

& E

NT

RA

NC

ES

SID

E S

TR

EETS

KY 15

5 (E

AS

T)

& E

NT

RA

NC

ES

SID

E S

TR

EETS

KY 15

5 (W

ES

T)

PR

OJE

CT

TO

TA

L

7

& E

NT

RA

NC

ES

SID

E S

TR

EETS

KY 15

5 (W

ES

T)

& E

NT

RA

NC

ES

SID

E S

TR

EETS

KY 15

5 (E

AS

T)

90

521 100

645

13.92

1,85023

22906ES403 CL3 ASPH. SURF. 0.38A PG64-223" CL3 ASPH. BASE 1.00D PG64-22

1.50" CL3 ASPH. SURF. 0.38A PG64-22

2" CL3 ASPH. SURF. 0.38A PG64-22 (ISLAND)

4" CL3 ASPH. BASE 1.00D PG64-22 1,912 2,170 6,256

00103

00214 CL3 ASPH. BASE 1.00D PG64-22

08100

ASPHALT SEAL AGGREGATE

ASPHALT SEAL COAT TON

TON

CONCRETE - CLASS A CY

6" CONCRETE (MEDIAN)

10" DGA (AVERAGE FULL DEPTH SHOULDER)

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443


JEFFERSON R2D

V:\17

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AC

TIV

E\17

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TR

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SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

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AN_S

HE

ET

S\

R0020

DS

U.

DG

NFIL

E

NA

ME:

05-9008.00

R0020

DG

N

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207 75 511 244

0.34 0.83

1.03 3.26

0.13 0.39

14.9 14.9

1.69

89

441

88

LF

0

88

18 IN

PIP

E

EN

TR

AN

CE

0

88

407 901.25" CL3 ASPH. SURF. 0.38A PG64-22

410

386 90

1,0991,427

164

421 478 35153 1,377 2,464

AND PAVING AREA AND SUMMARY

PIPE DRAINAGE SUMMARY

22767ES710

E-S

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JEFFERSON R2E

V:\17

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R0020

EG

N.

DG

NFIL

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05-9008.00

R0020

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N

THE CONTROL OF ACCESS ON THIS

PROJECT SHALL BE BY PERMIT

GENERAL AND SPECIAL NOTES

EACH CONTRACTOR SUBMITTING A BID FOR THIS WORK WILL MAKE A THOROUGH INSPECTION OF THE SITE PRIOR TO SUBMITTING

August 17, 2017

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STANDARD DRAWINGS

STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL SUPPLEMENTAL

BOOK MAY BE OBTAINED FROM THE SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT, KY, AT (502) 564-4610.

N.G.S. (U.S.G.S.) BENCHMARKS

DO NOT DISTURB N.G.S. (U.S.G.S.) BENCHMARKS IN ANY MANNER UNLESS DIRECTED BY THE ENGINEER.

CLEARING AND GRUBBING

CONTRARY TO SECTION 202 OF THE STANDARD SPECIFICATIONS, NO DIRECT PAYMENT WILL BE ALLOWED FOR CLEARING AND

GRUBBING ON THIS PROJECT.

DEPARTMENT OF THE ARMY AND WATER QUALITY CERTIFICATION APPROVALS

A DEPARTMENT OF THE ARMY (DA) PERMIT, WHICH MAY REQUIRE APPROVAL OF A STATE WATER QUALITY CERTIFICATION FROM THE KENTUCKY

DIVISION OF WATER, REGULATES THIS PROJECT AT ONE OR MORE LOCATION. PERFORM ALL APPLICABLE WORK IN COMPLIANCE WITH THE

CONDITIONS STATED IN THE DA PERMIT AND APPROVED WATER QUALITY CERTIFICATION. POST A COPY OF THE DA PERMIT AND THE WATER

QUALITY CERTIFICATION IN A CONSPICUOUS PLACE AT THE PROJECT SITE. IF A DA PERMIT OR WATER QUALITY CERTIFICATION APPROVAL IS PENDING,

DO NOT WORK IN OR DISTURB THE DESIGNATED AREA(S) UNTIL OBTAINING THE APPROPRIATE APPROVAL(S). REFER TO NOTICE(S) CONTAINED IN THE

CONTRACT BID PROPOSAL FOR DESIGNATED AREA(S) WHERE WORK IS PROHIBITED BY THE ABSENCE OF APPROVAL.

LIQUIDATED DAMAGES

SHOULD THE CONTRACTOR FAIL TO MEET THE SPECIFIED COMPLETION DATE, LIQUIDATED DAMAGES SHALL BE ASSESSED IN ACCORDANCE WITH SECTION 108.09

OF THE CURRENT EDITION OF THE KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

BEFORE YOU DIG

ALL UTILITIES ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR OR

SUBCONTRACTOR SHALL NOTIFY "KENTUCKY 811" UTILITY PROTECTION CENTER BY DIALING 811 OR (TOLL FREE PHONE

NO. 1-800-752-6007) A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) BUSINESS DAYS PRIOR TO EXCAVATION. THIS NUMBER

IS ESTABLISHED TO PROVIDE ACCURATE LOCATION OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES,

GAS, AND WATERLINES). THE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS

SET FORTH ON THE PLANS. IF ANY UTILITY LINES ARE ENCOUNTERED DURING CONSTRUCTION, EXTREME CAUTION SHOULD BE

EXERCISED AND THE UTILITY COMPANY NOTIFIED IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE

DIRECTION OF THE UTILITY COMPANY, INCLUDING TEMPORARY AND PERMANENT WORK. IT WILL BE THE CONTRACTOR’S

RESPONSIBILITY TO COVER ANY COSTS ASSOCIATED WITH THE REPAIRS.

CAUTION - EXISTING UTILITIES LOCATIONS

ON-SITE INSPECTION

A BID AND WILL THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS SO THAT THE WORK CAN BE EXPEDITIOUSLY

PERFORMED AFTER A CONTRACT IS AWARDED. SUBMISSION OF A BID WILL BE CONSIDERED EVIDENCE OF THIS INSPECTION HAVING

BEEN MADE. ANY CLAIMS RESULTING FROM SITE CONDITIONS WILL NOT BE HONORED.

CAUTION

INFORMATION SHOWN ON THE DRAWINGS INCLUDING THE TYPES AND QUANTITIES OF WORK LISTED ARE NOT TO BE TAKEN AS AN

ACCURATE OR COMPLETE EVALUATION OF THE MATERIAL AND CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. THE

CONTRACTOR MUST DRAW HIS OWN CONCLUSIONS AS TO THE CONDITIONS ENCOUNTERED. KYTC DOES NOT GIVE ANY GUARANTEE

AS TO THE ACCURACY OF THE DATA AND NO CLAIM WILL BE CONSIDERED FOR ADDITIONAL COMPENSATION IF THE CONDITIONS

ENCOUNTERED ARE NOT IN ACCORDANCE WITH THE INFORMATION ABOVE.

CONSTRUCTION TO AVOID DAMAGES TO THEM.

THE UTILITIES PROPERLY LOCATED BEFORE BEGINNING CONSTRUCTION AND TAKING THE PROPER MEASURES DURING

THE EXISTING UTILITY LOCATIONS WITHIN THESE PLANS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR HAVING

COMPACTION OF ALL OTHER ASPHALT MIXTURES BY OPTION B.

SUBSECTIONS 402 AND 403 OF THE CURRENT STANDARD SPECIFICATIONS. USE JOINT CORES AS DESCRIBED IN SUBSECTION 402.03.02 FOR SURFACE MIXTURES ONLY. WILL ACCEPT THE

WILL ACCEPT THE COMPACTION OF ASPHALT MIXTURES FURNISHED FOR DRIVING LANES AND RAMPS AT ONE INCH (25 MM) OR GREATER ON THIS PROJECT BY OPTION A ACCORDING TO

COMPACTION OF ASPHALT MIXTURES

PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.

INTO THE EXISTING SURFACE. THE CONTRACT UNIT PRICE BID LINEAR FOOT (PER METER) FOR "EDGE KEY" INCLUDES ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT NECESSARY TO

THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL

EDGE KEY

GENERAL AND SPECIAL NOTES

SPECIAL NOTE 11M - BARCODES ON PERMANENT SIGNS

SPECIAL NOTE 1I - PORTABLE CHANGEABLE MESSAGE SIGNS

SPECIAL NOTES FOR

AND/OR AS DIRECTED BY THE ENGINEER.

INCIDENTALS NECESSARY TO PROPERLY INSTALL THE LANE SEPARATOR CURB ACCORDING TO THE MANUFACTURER’S INSTALLATION INSTRUCTIONS, THESE NOTES,

THE CONTRACT UNIT PRICE PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIALS, EQUIPMENT, TOOLS, HARDWARE, LABOR, AND

LANE SEPARATOR CURB. THE DEPARTMENT WILL MAKE PAYMENT FOR THE COMPLETED AND ACCEPTED QUANTITIES OF LANE SEPARATOR CURB. PAYMENT AT B.

MAINTAIN AND CONTROL TRAFFIC. SEE TRAFFIC CONTROL PLAN.A.

BASIS OF PAYMENTV.

LANE SEPARATOR CURB. THE DEPARTMENT WILL MEASURE LANE SEPARATOR CURB IN LINEAR FEET.C.

INCIDENTAL TO THE PROJECT BID ITEMS.

SITE PREPARATION. OTHER THAN THE BID ITEMS LISTED, THE DEPARTMENT WILL NOT MEASURE SITE PREPARATION FOR PAYMENT, BUT SHALL BE B.


METHOD OF MEASUREMENTIV.

WILL BE CONSIDERED IF THE CONDITIONS ENCOUNTERED ARE NOT IN ACCORDANCE WITH THE INFORMATION SHOWN.

OWN CONCLUSIONS. THE DEPARTMENT DOES NOT GIVE ANY GUARANTEE AS TO THE ACCURACY OF THE DATA AND NO CLAIM FOR MONEY OR TIME EXTENSION

TO BE TAKEN AS AN ACCURATE EVALUATION OF THE MATERIALS AND CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION; THE BIDDER MUST DRAW THEIR

CAUTION. THE INFORMATION IN THIS PROPOSAL AND SHOWN ON THE PLANS AND THE TYPE OF WORK LISTED HEREIN ARE APPROXIMATE ONLY AND ARE NOT F.

THE OWNER AND THE ENGINEER AT NO ADDITIONAL COST TO THE DEPARTMENT.

ADDITIONAL COST TO THE DEPARTMENT. REPAIR OR REPLACE DAMAGED PRIVATE PROPERTY IN LIKE KIND MATERIALS AND DESIGN TO THE SATISFACTION OF

CONTRACTOR’S ACTIVITIES. REPAIR OR REPLACE DAMAGED ROADWAY FEATURES IN LIKE KIND MATERIALS AND DESIGN AS DIRECTED BY THE ENGINEER AT NO

PROPERTY DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO PUBLIC AND/OR PRIVATE PROPERTY RESULTING FROM THE E.

RETURN TO A COMPLETE UPRIGHT POSITION WITH MINIMAL MAINTENANCE.

EASILY REPLACED UNDER TRAFFIC CONDITIONS. THE POSTS AND THE SYSTEM SHALL BE DESIGNED AND FABRICATED TO WITHSTAND REPEATED IMPACTS AND

THE COLOR OF THE POST, LONGITUDINAL SYSTEM, AND ADJACENT PAVEMENT MARKING. THE SYSTEM SHALL BE OF SUCH DESIGN TO ALLOW POSTS TO BE

MINIMUM OF 26 INCHES IN HEIGHT, AND A MINIMUM OF 2 INCHES IN WIDTH. THE COLOR OF THE RETROREFLECTIVE SHEETING USED ON THE POST SHALL MATCH

INCHES ALONG THE SYSTEM. THE POST COLOR SHALL MATCH THE COLOR OF THE MODULAR CURB UNIT AND ADJACENT PAVEMENT MARKING. POSTS SHALL BE A

UPRIGHT POST. EACH MODULAR CURB UNIT SHALL HAVE AT LEAST ONE UPRIGHT POST. POSTS SHALL BE UNIFORMLY SPACED AT NO GREATER THAN 44 D.

MAXIMUM HEIGHT OF 4 INCHES, A MAXIMUM WIDTH OF 12 INCHES, AND INCLUDE A RETROREFLECTIVE MARKER.

DESIGNED TO ALLOW FOR CROSS DRAINAGE UNDER THE MODULAR CURB UNITS. EACH MODULAR CURB UNIT WILL HAVE A MINIMUM LENGTH OF 40 INCHES, A

MANUFACTURER’S RECOMMENDATIONS. THE SYSTEM SHALL HAVE A MOUNTABLE DESIGN TO ALLOW FOR EMERGENCY VEHICLE CROSSOVERS. THE SYSTEM SHALL BE

LANE SEPARATOR CURB. THE LANE SEPARATOR CURB SYSTEM MUST BE FASTENED TO THE UNDERLYING PAVEMENT OR BRIDGE DECK ACCORDING TO THE C.

OR DIRECTED, BY THE ENGINEER.

BACKFILL, AND REMOVAL OF OBSTRUCTIONS OR ANY OTHER MATERIAL NOT COVERED BY OTHER ITEMS. PERFORM ALL SITE PREPARATION ONLY AS APPROVED,

SITE PREPARATION. BE RESPONSIBLE FOR ALL SITE PREPARATION INCLUDING, BUT NOT LIMITED TO: CLEARING AND GRUBBING, STAKING, EXCAVATION, B.


CONSTRUCTION METHODSIII.

ENGINEER PRIOR TO INSTALLATION. SYSTEM COLOR SHALL MATCH THE ADJACENT PAVEMENT MARKING COLOR.

SYSTEM SHALL BE COMPLIANT WITH NCHRP 350 OR MASH. MANUFACTURER’S DOCUMENTATION VALIDATING THIS COMPLIANCE SHALL BE PROVIDED TO THE

LONGITUDINAL CHANNELIZING SYSTEM. THE DESIGN OF THE SYSTEM SHALL ALLOW A RADIUS OR CURVE AS NEEDED BY ROADWAY GEOMETRY. THE COMPLETE

LANE SEPARATOR CURB. THE MODULAR UNITS OF THE LANE SEPARATOR CURB SYSTEM ARE TO INTERFACE WITH EACH OTHER TO FORM A CONTINUOUS B.


POSTS/PANELS.

FURNISH AND INSTALL RAISED TRAFFIC SEPARATOR CURB GUIDANCE SYSTEM WHICH INCLUDES CURB SECTIONS, TRANSITIONS END SECTIONS, DELINEATOR

IN THESE NOTES.

SAMPLING A SUFFICIENT TIME IN ADVANCE OF THE USE OF THE MATERIALS TO ALLOW FOR THE NECESSARY TIME FOR TESTING UNLESS OTHERWISE SPECIFIED

ALL MATERIALS SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH THE DEPARTMENT’S SAMPLING MANUAL AND THE MATERIALS SHALL BE AVAILABLE FOR

MATERIALSII.

(1) MAINTAINING AND CONTROLLING TRAFFIC; (2) INSTALLING LANE SEPARATOR CURB; AND (3) ALL OTHER WORK SPECIFIED IN THE CONTRACT.

STANDARD SPECIFICATIONS. THIS PROJECT SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS, AND INCIDENTALS FOR THE FOLLOWING:

SPECIFICATIONS, STANDARD AND SEPIA DRAWINGS, AND SPECIAL NOTES AND SPECIAL PROVISIONS, CURRENT EDITIONS. ARTICLE REFERENCES ARE TO THE

EXCEPT AS PROVIDED HEREIN, PERFORM ALL WORK IN ACCORDANCE WITH THE DEPARTMENT’S STANDARD SPECIFICATIONS, INTERIM SUPPLEMENTAL

DESCRIPTIONI.

SPECIAL NOTE FOR LANE SEPARATOR CURB

Anthony Lewis

Digitally signed by Anthony Lewis DN: cn=Anthony Lewis, o=Stantec Consulting, ou, [email protected], c=US Date: 2017.08.17 14:29:07 -04'00'

0’ 40’ 80’20’

298

+00

297

+00

296

+00

295

+00

+40.00 7.00’ RT

BEGIN TAPER MA

TC

HLIN

E S

TA. 300

+00

+05.18 7.38’ LT

BEGIN TAPER

TO LOUISVILLE

KY 155 (TAYLORSVILLE ROAD)

15" PIPE

STA. TO STA. SIZE/TYPECHANNEL LINING

TYPE QUANTITYDEPTH

296+00 TO 297+35.18 SPCL. "V" ECB 1.0’

DITCH CONSTRUCTION LT !

SPCL. "V" ECB 1.0’

+53.74 31.47’ LT

BEGIN TAPER

+40.14 0.46’ LT

R= 5.46’

MEDIAN

PVMT. TAPER

+16.05 36.21’ LT

END TAPER

+09.08 13.85’ LT

END TAPER

11’11’

11’

11’

11’

12’

12’

12’

12’

12’

CONST. LIMITS

TANGENT PVMT. TAPER

TANGENT PVMT. TAPER

+45.37 2.88’ LT

END TAPER

S86°

58’37"

ES33°54’33"E

299

+00

300

+00


297+70.78 TO 298+19.26

REMOVE EXISTING

+53.35 10.96’ LT

R= 1.00’

MEDIAN

+99.13 9.96’ LT

R= 1.00’

MEDIAN

+63.49 43.73’ LT

R= 2.00’

ISLAND

+86.00 43.25’ LT

R= 2.00’

ISLAND

+98.94 92.05’ LT

R= 2.00’

ISLAND

+91.26 137.34’ LT

R= 100.00’

+45.90 72.90’ LT

R= 35.00’

’0

01=

R

’5

3=

R

11’11’

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

15" PIPE

18" PIPESPCL. "V" DT.SPCL. "V" DT.

SPCL. "V" DT.

HU

RS

TB

OU

RN

E

LA

NE

(REMOVE)

15" PIPE15" PIPE

EX. R/W

EX. R/W

EX. R/W

EX. R/W

PIPE)(REMOVE

x

x

x

xx

x

xx

’499=R NOITISNART LAIDAR


AS

PH.

ASP

H.

DNR

e= see x-secE= 613.22’R= 5208.71’L= 4824.34’T= 2600.81’ = 53°04’04" RTPI STA 296+52.01D

299+47.16 TO 299+67.87

91 SY

33 SY

14 SY

103.00’ LT

+18.96

111.70’ LT

+86.95

AT END OF SIDEWALK

GRADE TO EXISTING

+00.42 37.15’ LT

BEGIN TRANSITION

+91.72 36.82’ LT

END TRANSITION

+91.72 10.82’ LT

END TRANSITION+99.92 15.16’ LT

BEGIN TRANSITION

PVMT. TRANSITION

PVMT. TRANISITION

PVMT TRANSITION

+91.72 4.82’ LT

END TRANSITION

+99.79 9.16’ LT

BEGIN TRANSITION

4.37’ RT

+13.53

5.63’ RT

+67.13

18.60’ RT

+20.00

18.82’ RT

+30.46

15.40’ RT

+30.84

15.75’ RT

+50.11

41.34’ LT

+20.00

I.E. 636.06O.E. 635.70

O.E. 633.50I.E. 635.10

TG. 638.05 FL. 637.25

FL. 637.20 637.27

FL.

OF PIPE

INCIDENTAL TO REMOVAL

REPAIR OF CB WALL

(REMOVE)


x x

+33.16 59.87’ LT

R= 15.00’ +72.70 60.47’ LT

R= 15.00’

8.06’ RT

+46.51

1.84’ RT

+99.54

REMOVE EXISTING MEDIAN AND CURB

MEDIAN AND CURB

CONSTRUCT RAISED CONC MEDIAN

ISLAND

CONCRETE

CEMENT

CONSTRUCT

KY 155 (TAYLORSVILLE RD)

August 16, 2017

DA

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R00300

PL

Micro

Statio

n v8.11.7.443



PLAN SHEET

STA. 295+05.18 TO STA. 300+00 SCALE: 1"=40

V:\17

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TIV

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8566025\

TR

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N\

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AN_S

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ET

S\

R00300

PL.

DG

NFIL

E

NA

ME:

15"

SE

WE

R

PE

R

RE

CO

RD

DR

AWIN

G 08010-11

IE-633.38

TG-636.38

CB

12" VCP

12"

VC

P

8" PVC

8" PVC

TELE/JB

TELE/JB

IE-633.97

TG-637.22

CB

IE-627.12

IE-634.24

2" TRENCH DRAIN

CB

TG-637.95

IE-SIL

TE

D

CB

TG-641.70

IE-634.70

18"

RC

PIE-637.40

8’X

4’

RC

BC

18" RCP

15" RCP

18" RCP

12"

RCP

15"

RC

P

IE-629.41

15" RCP

15" RCP

15" RCP

18"

RC

P

SP

ELEV=

638.

00

TBM1

ELEV=

636.

99

TBM2

SAN

MH

SAN

MH

SAN

MH

SAN

MH

SAN

MH

IE-62

7.08

TL-63

6.08

SAN

MH

IE-63

0.45

TL-63

9.16

SAN

MHIE

-63

5.76

TL-64

1.04

SAN

MH

IE-63

7.92

TL-64

3.22

SAN

MH

WV

WV

WV

WV

IE-625.68

IE-636.02

IE-635.66

5"

DID N

OT

FIN

D

SAN

MH P

ER R

ECOR

D D

RA

WIN

G 0

8010-11

IE-635.04

STA. 295+05.18

BEGIN CONSTRUCTION

GAS LINECAUTION

WIDTH PIPESTA.

SID

ESIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)

SURFACE

EACH

HDWL TYPE

ENTRANCES

ASPH -SID

E

STA. STA.

STANDARD

C&G

(LF)

-

-LT

HDR

(LF)

-

TO

CURB

297+09.28

-299+14.43 300+00.00

295+34.68 357

115

AREA

(SQYD)SID

E

STA. TO STA.

-LT 300+00.00

SID

E

STA. TO STA.

-LT -

TYPE 1

-

(SQYD) (EACH) (SQFT)

SIDEWALK

4 INCH CONC WARNINGSDETECTABLERAMPS

300+00.00299+14.99 73

SIDEWALK


LT 297+53 27 15 3610

MED

AREA

(SQYD)SID

E

STA. TO STA.

- 76LT 299+00.91298+61.50

AREA

(SQYD)SID

E

STA. TO STA.

- 97298+56.35297+09.08


MED

- 58300+00.00298+96.13MED

508295+05.18

CONCRETE ISLAND

DEPTH NEW PAVEMENT

ESTIMATED LIMITS OF FULL

SID

E

TO

-LT

SID

E

TO

-LT


LENGTH LENGTH

(LF) (LF)

295+20 295+20

300+00295+20 482

- 672

- 224

295+32.68 298+56.34

298+96.14

STA.APPROX.

STA.APPROX.

STA.APPROX.

STA.APPROX.

MED

LT 298+86.95 - 299+18.96

300+00

34

MED

SAWCUT PAVEMENT

-LT 295+20295+20 10

-LT 297+47.74 297+57.87 10

LT -

LT 297+60 - 299+60 200

LT -

10

297+47.74 297+57.87 10

298+86.95 299+18.96 34

294+00 294+20 294+40 294+60 294+80 295+00 295+20 295+40 295+60 295+80 296+00 296+20 296+40 296+60 296+80 297+00 297+20 297+40 297+60 297+80 298+00 298+20 298+40 298+60 298+80 299+00

299+20 299+40 299+60 299+80 300+00

641.

9

641.

5

641.

3

641.

0

640.7

640.6

640.5

640.2

639.9

639.6

639.4

639.2

638.9

638.6

638.4

638.2

638.0

637.8

637.7

637.6

637.6

637.4

637.4

637.4

637.4

638

640

642

644

646

648

650

652652

654

656

658

634

636

632

630

628

626

624

622

620

634

636

638

640

642

644

646

648

650

652652

632

630

628

626

624

656

654

622

SPCL. "V" DT. LT.

SPCL. "V" DT. LT.

DT. LT.

SPCL. "V"

+00

+00

O.E. 633.50

TG. 638.05 FL. 637.20

I.E. 632.90

I.E. 634.25

I.E. 635.10

EX. 18" RCP

FL. 634.30

O.E. 635.70

I.E. 636.06

+35.18

+19.26

+67.87

+47.16

S=1.91%

+70.78

S=0.99%

S=4.68%

638.87

637.12

635.23

632.40

633.37

@ S=1.00%

15" ENT PIPE

18"

SL

OP

ED

BO

X

OU

TL

ET

TY

PE 1

ST

A. 298

+27.91

LT.

FL. 637.25 FL. 637.27

I.E. 633.30

I.E. 632.65

15" STORM PIPE @ S=1.00%

@ S=0.98%

15" STORM PIPE

@ S=1.14%

15" STORM PIPE

@ S=24.58%

15" STORM PIPE

ABOVE EXISTING DATUM FOR CLARITY

LEFT SIDE DRAINAGE SHOWN 10’

EXISTING GROUND LINE

ST

A. 295

+05.18

BE

GIN

CO

NS

TR

UC

TIO

N

DBI T

YP

E 13-3

ST

A. 298

+40

LT.

CBI T

YP

E

B-3-2

ST

A. 299

+34.35

LT.

CBI T

YP

E

B-3-6

ST

A. 299

+75.27

LT.

CBI T

YP

E

B-4-2

ST

A. 299

+97.16

LT.

EX. E

LE

C. LIN

E

18" CULVERT PIPE @ S=1.43%

S=3.01%

MA

TC

HLIN

E S

TA. 300

+00

18"

SL

OP

ED

BO

X

OU

TL

ET

TY

PE 1

ST

A. 299

+38.35

LT.

DATUM

DATUM


HORIZONTAL 40’SCALE: 1" =

VERTICAL4’ 1" =

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443



PROFILE SHEET

STA. 295+05.18 TO 300+00

V:\17

85\

AC

TIV

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R00400

PF.

DG

NFIL

E

NA

ME:

August 16, 2017

DA

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CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

EX. S

AN. S

EW

ER

EX. E

LE

C. LIN

E

0’ 40’ 80’20’

304

+00

300

+00

301+

00

302

+00

303

+00

52+00

51+00

50+00 POB 50+00.00

+41.72 7.82’ LT

R= 1.00’

MEDIAN

+90.47 37.54’ LT

R= 3.00’

ISLAND

11’11’

11’11’

11’

11’

11’


MA

TC

HLIN

E S

TA. 306

+00

MATCHLINE STA. 52+00

KY 1747 STA. 50+00.00

KY 155 STA. 303+12.25 =

KY 17

47 (H

UR

ST

BO

UR

NE P

AR

KW

AY)

N54°2

6’3

8"E

S.F. W/1 TERM. SECT. NO 1

287.5 LF OF STEEL ’W’ BEAM GUARDRAIL

LT. STA. 300+14.14 TO STA 302+79.63 CONST.

+34.62 86.82’ LT

R= 50’

MA

TC

HLIN

E S

TA. 300

+00

35.97’ LT

+50.05


TYPE QUANTITYDEPTH



305+60 TO 306+00

305

+00

306

+00

18" P

IPE

+49.74 40.96’ LT

R= 3.00’

ISLAND

+01.85 108.05’ LT

R= 3.00’

ISLAND

(HU

RS

TB

OU

RN

E P

AR

KW

AY)

KY 17

47

27 SY

15" PIPE

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

(REM

OVE)

REMOVE 50 SY OF EXISTING SIDEWALK

287.5 LF OF EXISITNG GUARDRAIL

LT. STA. 300+09.78 TO STA 302+79.63 REMOVE

REMOVE 31 SY EXISTING PAVEMENT

LT. STA. 302+57.02 TO STA 302+84.73

SPCL. "V" DT.

64.58’ LT

+78.76

64.58’ LT

+95.61

6.18’ RT

+95.61

109.66’ LT

+91.76

43.18’ LT

+17.34

R=118

’

R=10

0’

11’

18’

+16.95 143.18’ LT

R= 100’

51.33’ RT

(HURST)

+60.00

68.03’ RT

(HURST)

+67.15

GR

AD

E

TO

DR

AIN

6’

PA

VE

D S

HDR

25:1 SHDR TAPER

+00.00 50.78’ LT

BEGIN TAPER

+00.00 46.18’ LT

END TAPER

18" PIPE 18"

PIP

E

EX. R/W

EX. R/W

EX. R/W

EX. R/W

x

x

309+05.48 158.84’ LT

R= 500’ (TAYLORSVILLE)

x

x

x

ASPH. ISLANDCONST. RAISED

’05=R


x

32.35’ LT

+50.00

108.85’ LT

+97.02

65.50’ RT

(HURST)

+60.00

SEPARATOR CURB

CONSTRUCT 67 LF LANE

RT. STA. 51+33 TO STA 52+00

I.E. 640.09

I.E. 639.25

TG. 641.00

ISLAND AND CURBREMOVE EXISTING

AND CURBISLAND

EXISTINGREMOVE


August 16, 2017

DA

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PL

Micro

Statio

n v8.11.7.443



PLAN SHEET

STA. 300+00 TO STA. 306+00 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

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SP

OR

TA

TIO

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G\

PL

AN_S

HE

ET

S\

R00500

PL.

DG

NFIL

E

NA

ME:

15"

RC

P

IE-638.37

TG-641.52

CB

IE-639.49

TG-641.79

CB

IE-632.12

TG-638.02

CB

IE-632.45

TG-636.40

CB

ELEC/JB

ELEC/JB

ELEC/JB

TELE/JB

TELE/JB

TELE/JB

TELE/JB

WATER/

HATC

H

IE-637.91

TG-641.46

CB

IE-637.46

TG-642.76

CB

IE-638.01

TG-641.99

CB

ELEC/JB

ELEC/JB

ELEC/JB

18" RCP

IE-637.96

IE-628.11

IE-629.01

4"P

VC 12

"PV

C

X 2

8’X

4’

RC

BC

30" RCP

18"

RCP

18" RCP

18" RCP

36" RCP

12"

RC

P

12"

RCP

IE-638.26

TG-641.69

CB

12"

RCP

15" RCP

18" RCP

12"

RC

P

IE-633.11

12"

RC

P

LP

LP

MH

ELEC.

ELE

V.=

540.5

1

TBM3

ELE

V.=

643.3

4

TBM5

IE-631.69

TG-638.79

CB

SS

MH

SS

MH

IE-630.90

TL-638.66

SS

MH

SA

NM

H

IE-628.0

2

TL-635.7

8

SA

NM

H

IE-635.75

TL-642.45

SS

MH

EM

H

ELEC/JB

WV

WV

WV

GV

GV

GV

12"

PV

C

24"

CO

NC.

WA

TE

R

MAIN

24" CONC. WATER MAIN

16" CLD WATER MAIN

24"R

CP

ELEC/SIG

N C

ONTR

OL B

OX

15"

RC

P

15"

RC

P

C

GAS LINECAUTION

SID

E

STA. STA.

STANDARD

C&G

(LF)

-

-LT

HDR

(LF)

-

TO

CURB

302+63.11

-303+85.51 304+54.70

300+00.00 268

235

AREA

(SQYD)SID

E

STA. TO STA.

-LT 302+59.18


177300+00.00

SID

E

STA. TO STA.

-LT -

TYPE 1

22

(SQYD) (EACH) (SQFT)

SIDEWALK

4 INCH CONC WARNINGSDETECTABLERAMPS

302+57.02300+00.00

SIDEWALK

AREA

(SQYD)SID

E

STA. TO STA.

- 302+44.72300+00.00


MED 160

LT

177 1

(EACH)

TYPE 3

- 2 20302+74.18302+59.91 -

-LT 3 30304+44.60303+88.35 -

-LT 1 10305+13.81304+56.56 -

RT 16

35

41

GAS LINECAUTION

DEPTH NEW PAVEMENT


SID

E

TO

-

SID

E

TO

-LT


LENGTH

LENGTH

(LF)

(LF)

306+00 277

300+00 494

- 320

- 255

302+84.73

303+85.45

STA.APPROX.

STA.APPROX.

STA.APPROX.

STA.APPROX.

LT 304+17.94 -

304+17.94

306+00 277

300+00

302+44.72

304+58.70LT

LT

SAWCUT PAVEMENT

MED

-302+59.92 302+89.29LT 88

LT 304+25.47 - 306+00.00 473

300+00 300+20 300+40 300+60 300+80 301+00 301+20 301+40 301+60 301+80 302+00 302+20 302+40 302+60 302+80 303+00 303+20 303+40 303+60 303+80 304+00 304+20 304+40 304+60 304+80 305+00

305+20 305+40 305+60 305+80 306+00

637.4

637.6

637.6

637.7

637.8

638.0

638.1

638.3

638.4

638.6

638.9

639.2

639.5

639.7

639.9

640.1

640.3

640.6

640.8

640.9

641.

1

641.

3

641.

6

641.

8

642.0

642.1

642.4

642.6

642.8

643.0

643.3

638

640

642

644

646

648

650

652652

654

656

658

634

636

632

630

628

626

624

622

620

634

636

638

640

642

644

646

648

650

652652

632

630

628

626

624

656

654

622

FL. 627.61

I.E. 630.00

I.E. 640.09SPCL. "V" DT. LT.

641.35 641.65

+60 +00

S=0.75%

18"

SL

OP

ED

BO

X

OU

TL

ET

TY

PE 1

ST

A. 304

+71.

60

LT.

EX. 8’x4’ RCBC

@ S=2.64%18" CULVERT PIPE

ABOVE EXISTING DATUM



KY 17

47 S

TA. 50

+00.00

KY 15

5 S

TA. 303

+12.25

=

MA

TC

HLIN

E S

TA. 306

+00

MA

TC

HLIN

E S

TA. 300

+00

@ S=24.58%15" STORM PIPE

DATUM

DATUM



VERTICAL4’ 1" =

E-S

HE

ET

NA

ME:

R00600

PF

Micro

Statio

n v8.11.7.443



PROFILE SHEET

STA. 300+00 TO STA. 306+00

V:\17

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AC

TIV

E\17

8566025\

TR

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SP

OR

TA

TIO

N\

DESIG

N\

DR

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PL

AN_S

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S\

R00600

PF.

DG

NFIL

E

NA

ME:

August 16, 2017

DA

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EX.

GA

S

LIN

E

EX.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

EX. E

LE

C. LIN

E

EX. E

LE

C. LIN

E

EX. E

LE

C. LIN

E

0’ 40’ 80’20’

310

+00

309

+00

308

+00

306

+00

307

+00


TYPE QUANTITYDEPTH

306+00 TO 307+01.78 SPCL. "V" ECB 1.0’ 68 SY


SPCL. "V" ECB 1.0’ 102 SY


R=3

0’

R=3

0’

18" PIPE

+58.50 30.18’ LT

END TAPER

+58.50 42.71’ LT

BEGIN TAPER

100’ TAPER

R=5000’

+13.15 74.78’ LT

R= 30’

+03.56 73.52’ LT

R= 30’

45.55’ LT

+54.23

+54.32 34.55’ LT

(MATCH EXISTING DEFLECTION)

MA

TC

HLIN

E S

TA. 306

+00

11’

308+06.17 TO 309+58.50

TO TAYLORSVILLE

(REMOVE)

SPCL. "V" DT.

SPCL. "V" DT.

CONST. LIMITS

CONST. LIMITS

EX. R/W

EX. R/W

EX. R/W

EX. R/W

x

x


ASPH.

O.E. 642.50

I.E. 643.40


August 16, 2017

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Micro

Statio

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PLAN SHEET

STA. 306+00 TO STA. 309+58.50 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

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OR

TA

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N\

DESIG

N\

DR

AWIN

G\

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AN_S

HE

ET

S\

R00700

PL.

DG

NFIL

E

NA

ME:

IE-638.9

3

TL-

643.5

7

SS

MH

TELE/JB

GW

X3

IE-643.11

30"X19" RCP IE-645.88

18" RCP

IE-644.11

IE-644.68

TG-648.08

CB

12" RCP

12"

CM

P

24"X36" RCP

24"X36" RCP

24"X36" RCP30" RCP

IE-638.26

TG-641.69

CB

ELE

V=649.0

6

TB

M6

SS

MH

SS

MH

SS

MH

SS

MH

SS

MH

IE-642.50

TL-647.47

SS

MH

IE-C

AN’T

OPE

N

TL-647.95

SS

MH

IE-C

AN’T

OPE

N

TL-648.15

SS

MH

IE-644.02

TL-647.87

SS

MH

WV

WM

IE-645.69

GV

STA. 309+58.50

END CONSTRUCTION

GAS LINECAUTION

SID

E

STA. STA.

(LF)

-

-LT

HDR

(LF)

-

TO

CURB

307+40.24

-307+76.75 307+92.71

307+23.26

AREA

(SQYD)SID

E

STA. TO STA.

-LT 309+58.50


402306+00.00

WIDTH PIPESTA.

SID

E

SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)

SURFACE

EACH

ENTRANCES

ASPHLT 90 18 8836307+58.50 2

LT 25

24

MODIFIED

6" C&G

OUTLET TY 1

SLOPED BOX

TELEPHONE LINECAUTION UNDERGROUND

DEPTH NEW PAVEMENT


SID

E

TO

-LT

SID

E

TO

-LT


LENGTH

LENGTH

(LF)

(LF)

306+00 308+00 202

306+00 362

-307+39.77 307+77.21

STA.APPROX.

STA.APPROX.

STA.APPROX.

STA.APPROX.

LT

309+58.50

38

SAWCUT PAVEMENT

-LT 307+40.71 307+76.30 36

-LT 309+58.50 309+58.50 10

-309+58.50 309+58.50LT 10

306+00 306+20 306+40 306+60 306+80 307+00 307+20 307+40 307+60 307+80 308+00 308+20 308+40 308+60 308+80 309+00 309+20 309+40 309+60 309+80 310+00 310+20 310+40 310+60 310+80 311+00

311+20 311+40 311+60 311+80 312+00

643.3

643.5

643.7

644.0

644.1

644.4

644.9

645.4

645.1

645.7

645.9

646.1

646.2

646.4

646.6

646.7

646.9

647.2

647.4

647.4

647.7

647.9

648.2

648.5

634

636

638

640

642

644

646

648

650

652652

632

630

628

626

624

656

654

622

638

640

642

644

646

648

650

652652

654

656

658

634

636

632

630

628

626

624

622

620

I.E. 643.40

O.E. 642.50

644.90

+06.17

643.50

641.65

642.41

+00

+00

+01.78

SPCL. "V" DT. LT.

SPCL. "V" DT. LT.

S=1.49%

S=0.75%

18"

SL

OP

ED

BO

X

OU

TL

ET

TY

PE 1

ST

A. 307

+10.44

LT.

18"

SL

OP

ED

BO

X

OU

TL

ET

TY

PE 1

ST

A. 307

+97.51

LT.

645.60

+58.50

ABOVE EXISTING DATUM



309

+58.50

EN

D

CO

NS

TR

UC

TIO

N

MA

TC

HLIN

E S

TA. 306

+00

S=1.20%

18" ENTRANCE PIPE @ S=1.02%

DATUM

DATUM



VERTICAL4’ 1" =

E-S

HE

ET

NA

ME:

R00800

PF

Micro

Statio

n v8.11.7.443



PROFILE SHEET

STA. 306+00 TO STA. 309+58.50

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R00800

PF.

DG

NFIL

E

NA

ME:

August 16, 2017

DA

TE P

LO

TT

ED:

kos

wald

US

ER:

EX. E

LE

C. LIN

E

0’ 40’ 80’20’

52

+00

58

+00

+33.62 6.00’ LT

END TAPER

+90.00 18.00’ RT

BEGIN TAPER

8:1 TAPER

8:1 TAPER

+07.50 3.00’ LT

R= 1.00’

MEDIAN

+97.50 15.00’ RT

R= 1.00’

MEDIAN

+51.25 11.00’ RT

R= 5.00’

MEDIAN

+98.17 15.00’ RT

R= 1.00’

MEDIAN

+53.68 1.00’ RT

R= 5.00’

MEDIAN

18.00’ RT

+84.68

+33.17 6.41’ RT

BEGIN TAPER

+34.00 0.00

END TAPER R=62’

R=62’

MA

TC

HLIN

E S

TA. 52

+00

MA

TC

HLIN

E S

TA. 58

+00

12’

12’

12’

12’

PI STA 57+51.02

TL

E

= 9°36’39" RT

= 3819.72’

s

cs

L

LTST

s

= 421.15’= 200.00’= 440.72’

= 133.34’

R= 13.91’

= 66.67’

= 1°30’00"

e = see x-sec

18.00’ LT

+84.68

(REMOVE)

+98.17 62.00’ RT

R= 62.00’

MEDIAN

+07.50 50.00’ LT

R= 62.00’

MEDIAN

KY 1747

HURSTBOURNE PARKWAY

+00.00 67.44’ RT

BEGIN TAPER

+44.63 54.62’ RT

END TAPER

54.41’ RT

+83.04

25:1 SHDR TAPER

R=500’

CONST. LIMITS

EX. R/W

EX. R/W

EX. R/WEX. R/W

X

X

X X

X

X

X

EX. RAISED ASPH. MEDIAN

6.41’ RT

+84.67

SEPARATOR CURB

CONSTRUCT 83 LF LANE

RT. STA. 52+00 TO STA 52+83

TG. 644.23


August 16, 2017

DA

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wis

US

ER:

E-S

HE

ET

NA

ME:

R00900

PL

Micro

Statio

n v8.11.7.443



PLAN SHEET

STA. 52+00 TO STA. 58+00 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R00900

PL.

DG

NFIL

E

NA

ME:

15"

SE

WE

R

PE

R

RE

CO

RD

DR

AWIN

G 08010-11

IE-638.51

TG-642.55

CBIE-637.50

TG-642.85

CB

IE-634.14

TL-640.77

SSMH

IE-637.46

TG-642.76

CB

IE-637.96

30"

RC

P

IE-633.21

18"

RCP

IE-639.07

48" RCP

IE-638.06

18"

RC

P

12" RCP

15"

RC

P

15" RCP15" RCP

SSMH

SAN

MH

SAN

MH

DID NOT FIN

D

SAN

MH PER RECO

RD DRAWIN

G 08010-11

IE-CA

N’T O

PEN

TL-642.97

SAN

MH

AS

PH

AL

T

PA

RKIN

G

52

+00

53

+00

54

+00

55

+00

56

+00

57

+00

58

+00

TS 53

+29.87

SC 55

+29.87

PI 57

+51.

02

CC

AREA

(SQYD)SID

E

STA. TO STA.

-


MED

-MED

MED - 3

54+84.68

56+94.50

57+95.17

57+10.50

58+00.00

58+00.00

168

131

DEPTH NEW PAVEMENT


SID

E

TO

-LT

SID

E

TO

-LT


LENGTH LENGTH

(LF) (LF)

31858+00 318

- 326

STA.APPROX.

STA.APPROX.

STA.APPROX.

STA.APPROX.

54+84.67

RT

54+84.67

54+84.68 58+00

SAWCUT PAVEMENT

AREA

(SQYD)SID

E

STA. TO STA.

-


53+44.6352+00RT 91 - 145RT 52+00 53+44.63 - 14553+44.63

- 20756+97.50

-57+54.03 57+98.17

RT

58+00

52+00

RT

RT

54+90

44

DATUM

DATUM



VERTICAL’4 1" =

E-S

HE

ET

NA

ME:

R010

00

PF

Micro

Statio

n v8.11.7.443



PROFILE SHEET

STA. 51+00 TO STA. 58+00

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R010

00

PF.

DG

NFIL

E

NA

ME:

August 16, 2017

DA

TE P

LO

TT

ED:

kos

wald

US

ER:

52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00

57+20 57+40 57+60 57+80 58+00

642.2

642.4

642.5

642.6

642.6

642.7

642.8

642.9

643.1

643.1

643.2

643.4

643.4

643.5

643.6

643.7

643.7

643.9

644.2

644.4

643.9

643.8

643.1

643.9

644.5

644.8

644.9

645.3

645.4

645.5

645.2

632

630

628

634

636

638

640

642

644

646

648

650

652 652

654

656

658

660

638

640

642

644

646

648

650

652652

654

656

658

634

636

632

630

FL. 633.63

EX. 30" RCP

FL. 639.83

EX. 18" RCP

EX. 15" RCP

DBI T

YP

E 13-3

ST

A. 56

+41.

62

LT.

TG. 644.23

I.E. 638.50

634

636

638

640

642

644

646

634

636

638

640

642

644

646

641.

7

51+00 51+20

641.

6

642.0

51+40 51+60

642.1

642.2

51+80 52+00

642.2

652

664

662

660

662

664

EX. 18" RCP

FL. 635.25

TG. 641.00

I.E. 639.25

HDWL KY 155 STA. 304+71.60)

@ S=2.64% (FROM

18" STORM PIPE

@ S=6.63%

18" STORM PIPET

YP

E 1

SL

OP

ED

BO

X

OU

TL

ET

ST

A. 51+

87.43

RT.

(OMIT

AP

RO

N)

DBI T

YP

E 3 S

ST

A. 51+

70.40

RT.

I.E. 638.19

18" PIPE


MA

TC

HLIN

E S

TA. 58

+00

+96.01

639.84

642.36

EX. S

AN. S

EW

ER

EX. E

LE

C. LIN

E

EX. ELEC. LINE

LINE

EX. WATER

0’ 40’ 80’20’

MA

TC

HLIN

E S

TA. 58

+00 +08.17 3.00’ LT

R= 1.00’

MEDIAN

+48.17 15.00’ RT

R= 1.00’

MEDIAN

+48.17 12.00’ RT

BEGIN TAPER

+92.17 6.00 LT

END TAPER

+10.00 18.00 LT

END TAPER

+10.00 6.00 LT

BEGIN TAPER

8:1 TAPER

100’ TAPER

15" PIPE

PIP

E

18"


TYPE QUANTITYDEPTH


DITCH CONSTRUCTION MEDIAN

60+66.17 TO 63+00

12’

12’

6’

12’

PI STA 57+51.02

TL

E

= 9°36’39" RT

= 3819.72’

s

cs

L

LTST

s

= 421.15’= 200.00’= 440.72’

= 133.34’

R= 13.91’

= 66.67’

= 1°30’00"

e = see x-sec

58

+00

156 SY

SPCL. "V" DT.

CONST. LIMITS

(CAP)

(REMOVE)

KY 1747

HURSTBOURNE PARKWAY

EX. R/W EX. R/W

EX. R/W

EX. R/W

X

X

TG. 645.05

TG. 644.50


August 16, 2017

DA

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US

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E-S

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NA

ME:

R01100

PL

Micro

Statio

n v8.11.7.443



PLAN SHEET

STA. 58+00 TO STA. 63+14.4340’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R01100

PL.

DG

NFIL

E

NA

ME:

IE-645.26

TG-650.26

CB

IE-643.39

TG-647.47

CB

IE-641.90

TG-645.15

CB

IE-6.40.45

TG-644.60

CB

IE-645.99

TG-649.62

CB

IE-643.86

IE-649.11

15" RCP

15"

RC

P

IE-638.99

15" RCP

18"

RCP

18" RCP 18" RCP18" RCP

ELEV.=644.64

TBM7

IE-645.73

IE-639.47

TG-644.95

CB

58

+00

59

+00

60

+00

61+

00

62

+00

63

+00

64

+00

CS 59

+70.60

ST 61+

70.60

TS 63

+67.25

C CC

STA. 63+14.43

END CONSTRUCTION

AREA

(SQYD)SID

E

STA. TO STA.

- 7


MED

-MED

AREA

(SQYD)SID

E

STA. TO STA.

-


225

100

59+48.17 63+14.43MED58+00.00

58+00.00

58+11.16

59+51.18

DEPTH NEW PAVEMENT

ESTIMATED LIMITS OF FULLSID

E

TO

-LT

SID

E

TO

-LT


LENGTH LENGTH

(LF) (LF)

58+00 51858+00 518

- 149

STA.APPROX.

STA.APPROX.

STA.APPROX.

STA.APPROX.

RT 58+00

63+14.43

59+48.17

63+14.43

SAWCUT PAVEMENT

634

636

638

640

642

644

646

648

650

652652

58+00 58+20 58+40 58+60 58+80 59+00 59+20 59+40 59+60 59+80 60+00 60+20 60+40 60+60 60+80 61+00 61+20 61+40 61+60 61+80 62+00 62+20 62+40 62+60 62+80 63+00

63+20 63+40 63+60 63+80 64+00

645.2

644.9

645.1

645.2

645.4

645.5

645.6

645.8

646.0

646.1

646.1

646.0

645.8

644.0

644.3

644.6

644.8

645.4

646.0

646.7

647.3

647.8

648.3

648.8

649.4

649.8

650.2

650.5

654

656

658

632

630

628

626

624

634

636

638

640

642

644

646

648

632

630

628

626

624

650

652652

654

656

658

660

622

I.E. 639.47

CAP EX. CBI

EL. 641.30

I.E. 639.60

I.E. 641.30

TG. 644.50

644.90

+00

+00

647.27

+00

649.07SPCL. "V" MEDIAN DT.

S=1.80%

S=1.00%

S=2.37%

15" STORM PIPE @ S=0.71%

DBI T

YP

E 13-75

ST

A. 58

+20

RT.

DBI T

YP

E 6

E

ST

A. 60

+60

RT.


63

+14.43

EN

D

CO

NS

TR

UC

TIO

N

644.56

+66.17

TG. 645.05

MA

TC

HLIN

E S

TA. 58

+00

DATUM

DATUM



VERTICAL4’ 1" =

E-S

HE

ET

NA

ME:

R012

00

PF

Micro

Statio

n v8.11.7.443



PROFILE SHEET

STA. 58+00 TO STA. 63+14.43

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R012

00

PF.

DG

NFIL

E

NA

ME:

August 16, 2017

DA

TE P

LO

TT

ED:

asle

wis

US

ER:

EX. E

LE

C. LIN

E

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

110

STATION OFFSETPOINT

55+00

ELEV.

644.101

55+00 6.40 RT 643.502

55+20 644.153

55+20 6.41 RT 643.554

55+20 14.16 RT 644.225

55+20 644.126

55+40 644.227

55+40 5.58 RT 633.668

55+40 11.63 RT 644.359

55+40 644.1510

55+60 644.4511

55+60 3.15 RT 643.7812

55+60 9.20 RT 644.4813

55+60 644.2514

55+80 644.5715

55+80 0.70 RT 644.0416

55+80 6.74 RT 644.7417

55+80 644.4418

56+00 644.5819

56+00 644.1020

STATION OFFSETPOINT

56+00 4.26 RT

ELEV.

644.8221

56+00 644.5422

56+20 644.5823

56+20 4.28 LT 644.1724

56+20 1.76 RT 645.0125

56+20 644.6926

56+40 644.5727

56+40 644.2128

56+40 645.0529

56+40 644.6630

56+60 644.7931

644.4332

645.0433

56+60 644.8234

56+80 644.9735

56+80 644.6136

56+80 645.0737

56+80 644.9038

57+00 645.1339

57+00 644.7740

STATION OFFSETPOINT

57+00

ELEV.

645.0941

57+00 645.0342

57+00 645.0143

57+20 645.2644

57+20 644.9045

57+20 644.9746

57+20 645.1047

645.0548

57+40 645.5049

57+40 645.1450

57+40 645.1751

57+40 645.1552

57+60 645.5253

57+60 645.1954

57+60 645.1555

57+60 645.1256

57+80 645.5257

57+80 645.2458

57+80 645.2259

57+80 645.1760

STATION OFFSETPOINT

58+00

ELEV.

645.5961

58+00 645.2962

58+00 645.2963

58+00 645.1764

58+00 645.1965

58+20 645.5966

58+20 645.2367

58+20 645.0568

58+20 645.4369

58+40 645.7170

58+40 645.3571

58+40 645.1772

58+40 645.6673

58+60 645.8674

58+60 645.5075

58+60 645.3276

58+60 645.7777

58+80 645.9378

58+80 645.5779

58+80 645.3980

STATION OFFSETPOINT

58+80

ELEV.

645.9081

59+00 646.0382

59+00 645.6783

59+00 645.4984

59+00 645.9985

59+20 646.2086

59+20 645.8387

59+20 645.6588

59+20 646.0689

59+40 646.2890

59+40 645.9191

59+40 645.7392

59+40 646.1493

59+60 646.3894

59+60 646.0095

59+60 645.8496

59+8097

59+80 646.1298

59+80 645.9899

60+00 646.43

STATION OFFSETPOINT

60+00

ELEV.

646.08

60+00 645.97

60+20 646.58

60+20 646.32

60+20 646.23

60+40 646.64

60+40 646.12

646.79

60+60 646.46

100

101

102

103

104

105

106

107

108

109

56+60

56+60

57+20

42 108

60+60

18 RT

18 RT

18 RT

18 RT

2 LT

18 RT

18 RT

6 LT

0

18 RT

18 LT

6 LT

0

18 RT

18 LT

6 LT

0

18 RT

18 LT

6 LT

18 LT

18 LT

18 LT

18 LT

18 LT

18 LT

18 LT

18 LT

18 LT

18 RT

18 LT

18 RT

18 LT

18 RT

18 RT

18 LT

18 RT

18 LT

12 RT

18 LT

18 LT

12 RT

18 LT

18 RT

18 LT

18 LT

18 LT

18 RT

18 LT

12 RT

18 RT

18 LT

0

6 LT

0

10.71 RT

6 LT

2.67 RT

6 LT

12.85 RT

6 LT

2.68 RT

6 LT

0

18 LT

6 LT

12 RT

18 RT

12 RT

18 RT

18 LT

6 LT

12 RT

18 RT

18 LT

6 LT

12 RT

18 LT

6 LT

6 LT

12 RT

18 RT

18 LT

6 LT

12 RT

18 RT

6 LT

6 LT

10.57 RT

6 LT

8.08 RT

6 LT

5.55 RT

6 LT

3.01 RT

1.98 LT

0.51 RT

109

6 LT 646.2560+40

110

646.44

55

+00

56

+00

57

+00

58

+00

59

+00

60

+00

SC 55

+29.87

CS 59

+70.60

C C

0’ 40’ 80’20’

2.50

%{

3.08

%{

3.17

%{

2.88

%{

3.00

%{

2.50

%{

3.00

%{

3.00

%{

3.00

%{

3.00

%{

3.00

%{

3.00

%{

2.75

%{

2.33

%{

2.50

%{

3.00

%{

3.00

%{

3.00

%{

3.00

%{

3.00

%{

2.67

%{

3.17

%{

3.08

%{

3.08

%{

3.00

%{

2.92

%{

2.17

%{

3.25

%{

2.06

%{

1.00

%{

1.00

%{

1.00

%{

2.00

%{

2.75

%{

2.50

%{

2.58

%{

2.67

%{ 2.40

%{

2.00

%{

2.00

%{

1.33

%{

1.67

%{

1.00

%{

1.21%

}

0.35

%}

0.58

%{

0.33

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

1.00

%{

MAKE FIELD ADJUSTMENTS AS REQUIRED TO MAINTAIN DRAINAGE FLOW IF DIFFERENT ELEVATIONS ARE ENCOUNTERED DURING CONSTRUCTION.

NOTE: ALL ELEVATIONS AT 18 FOOT OFFSETS (LT AND RT) SHOULD MATCH EXISTING ELEVATIONS.


August 16, 2017

DA

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E-S

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ME:

R013

00

DS

Micro

Statio

n v8.11.7.443



PAVEMENT DEVELOPMENT SHEET

SCALE: 1"=40’

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

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298

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296

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295

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299

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300

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4" SOLID YELLOW

4" SOLID WHITE

4" SOLID YELLOW

4" SOLID WHITE

4" SOLID WHITE

4" SOLID WHITE

4" SOLID YELLOW

4" DASHED WHITE

4" DASHED WHITE

LEGEND

BIKE LANE

THERMO LEFT TURN ARROWS

THERMO RIGHT TURN ARROWS

TYPE V MONO-DIRECTIONAL (WHITE) TAYLORSVILLE

TYPE V BI-DIRECTIONAL (YELLOW) TAYLORSVILLE

(3’ x 9’)4" DOTTED WHITE

24" STOP BAR

MEDIAN NOSE AREAFACE OF CURB AND TOP OFSOLID THERMO YELLOW ON

THERMO BIKE

THERMO BIKE LANE ARROW

80’ SPACING


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80’

MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE SKIPS.

LEFT TURN LANESEDGE OF ROADWAY

NORMAL DASH LINES DOTTED LINES

24’

STA. 295+05.18

BEGIN CONSTRUCTION

0’ 40’ 80’20’

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301+

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302

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305

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306

+00

4" SOLID WHITE

4" SOLID YELLOW

4" DASHED WHITE

4" SOLID WHITE

4" SOLID WHITE4" DASHED WHITE

24" STOP BAR

4" SOLID YELLOW

4" SOLID WHITE

24" STOP BAR

6" THERMO SOLID WHITE

4" SOLID WHITE

8" SOLID WHITE


LEGEND

BIKE LANE




TYPE V BI-DIRECTIONAL (YELLOW) TAYLORSVILLE40’

40’

THERMO BIKE

THERMO BIKE LANE ARROW

THERMO YIELD BAR

THERMO YIELD BAR

(2’ x 6’)WHITE 6" THERMO DOTTED

24" STOP BAR

24" STOP BAR



93’

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40’


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24’

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0’ 40’ 80’20’

310

+00

309

+00

308

+00

306

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307

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MA

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4" SOLID WHITE

LEGEND

BIKE LANE




TYPE V BI-DIRECTIONAL (YELLOW) TAYLORSVILLE

24" STOP BAR

100’

140’


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24’

STA. 309+58.50

END CONSTRUCTION

0’ 40’ 80’20’

52

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8" SOLID WHITE

4" SOLID YELLOW

4" SOLID WHITE

4" SOLID WHITE

ONLY LABEL

THERMO

LEGEND

BIKE LANE



TYPE V MONO-DIRECTIONAL (YELLOW) HURSTBOURNE

TYPE V BI-DIRECTIONAL (WHITE/RED) HURSTBOURNE

(3’ x 9’)

8" DOTTED WHITE

4" SOLID WHITE

(3’ x 9’)

4" DOTTED WHITE

4" SOLID YELLOW

53

+00

54

+00

55

+00

56

+00

57

+00

58

+00

80’

CHEVRONS

12" THERMO WHITE

(2’ x 6’)4" DOTTED YELLOW

93’ SPACING

100’

40’

80’




24’


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ONLY

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MA

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58

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4" SOLID YELLOW

4" SOLID YELLOW

4" SOLID YELLOW

4" SOLID WHITE

LEGEND

BIKE LANE



40’

80’





59

+00

60

+00

61+

00

62

+00

63

+00

64

+00

ONLY LABEL

THERMO

(3’ x 9’)

4" DOTTED WHITE

(3’ x 9’)

8" DOTTED WHITE

CHEVRONS

12" THERMO WHITE

125’

93’ SPACING


24’

KY 1747 HURSTBOURNE PARKWAY)

August 17, 2017

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END CONSTRUCTION

0’ 40’ 80’20’

LEGEND

BIKE LANE





KY 1747

HURSTBOURNE PARKWAY

4" SOLID YELLOW

4" DASHED WHITE

4" DOTTED WHITE (3’ x 9’)

OFF R

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EXISTING MEDIAN ENDAND CURVE INTO OPPOSITE END

EXTEND AS TANGENT SOUTHBOUND

LANE LINES WITHIN RESTRIPING AREA

RAISED PAVEMENT MARKERS ALONG EXISTING

REMOVE EXISTING LANE MARKINGS AND

40’

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24’


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TRAFFIC CONTROL PLAN NOTES

GENERAL TRAFFIC CONTROL NOTES

EMERGENCIES OR ACCIDENTS.

COORDINATOR SHALL HAVE ACCESS ON THE PROJECT TO A RADIO OR TELEPHONE TO BE USED IN CASE OF

TELEPHONE NUMBER WHERE THE TRAFFIC COORDINATOR CAN BE CONTACTED AT ANY TIME. THE TRAFFIC

THE PROJECT PER HOUR AT ALL TIMES LANES ARE CLOSED. THE CONTRACTOR SHALL FURNISH THE NAME AND

RESPONSIBLE FOR TRAFFIC CONTROL MAINTENANCE AND SHALL MAKE AT LEAST ONE PASS-THROUGH INSPECTION ON

CALL 24 HOURS A DAY, 7 DAYS A WEEK FOR THE PROJECT DURATION. THE TRAFFIC COORDINATOR SHALL BE

VARIABLE MESSAGE BOARDS AS NEEDED OR AS DIRECTED BY THE ENGINEER. A TRAFFIC COORDINATOR SHALL BE ON

CLOSURES ARE IN USE TO INSPECT THE TRAFFIC CONTROL, MAINTAIN THE SIGNING AND DEVICES AND RELOCATE

ENGINEER ON THE PROJECT. A TRAFFIC COORDINATOR SHALL BE ON THE PROJECT AT ALL TIMES WHEN LANE

ADDITIONALLY, THE TRAFFIC COORDINATOR SHALL REPORT ALL INCIDENTS THROUGHOUT THE WORK ZONE TO THE

FRIDAY, AND TWICE A DAY (MORNING AND EVENING) SATURDAY AND SUNDAY, FOR THE LIFE OF THE PROJECT.

COORDINATOR SHALL INSPECT THE PROJECT MAINTENANCE OF TRAFFIC AT LEAST ONCE A DAY, MONDAY THROUGH

THE CONTRACTOR SHALL DESIGNATE AN EMPLOYEE OR EMPLOYEES TO BE TRAFFIC COORDINATOR(S). THE TRAFFIC

TRAFFIC COORDINATOR

PAVEMENT DROP-OFF NOTES

PAYMENT WILL BE ALLOWED FOR DGA MATERIAL USED FOR WEDGING.

LESSER TREATMENTS THAN THOSE DESCRIBED ABOVE MAY BE CONSIDERED FOR LOW-VOLUME LOCAL STREETS.

THE DROP-OFF AREA.

VERTICAL PANELS OR BARRICADES FOR SHORT DISTANCES DURING DAYLIGHT HOURS WHILE WORK IS BEING DONE IN

FOR TEMPORARY CONDITIONS, DROP-OFFS GREATER THAN FOUR INCHES MAY BE PROTECTED WITH PLASTIC DRUMS,

LIGHTS SHOULD BE USED FOR OVERNIGHT INSTALLATIONS.

STRONGLY ENCOURAGED. IF CONCRETE BARRIERS ARE USED, SPECIAL REFLECTIVE DEVICES OR STEADY BURN

OR BARRICADES MAY BE USED. IF THE DROP-OFF IS GREATER THAN 12 INCHES, POSITIVE SEPARATION IS

IS FIVE FEET OR MORE DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE DROP-OFF, THEN DRUMS, PANELS

GREATER THAN FOUR INCHES POSITIVE SEPARATION OR WEDGE WITH 3:1 OR FLATTER SLOPE NEEDED. IF THERE

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

SHOULD BE PLACED EVERY 50 FEET. SPACING OF DEVICES ON TAPERED SECTIONS SHOULD BE IN ACCORDANCE WITH

DURING DAYLIGHT HOURS. FOR TANGENT SECTIONS WITH SPEED LESS THAN 50 MPH AND FOR CURVES, DEVICES

FOR SPEEDS OF 50 MPH OR GREATER. CONES MAY BE USED IN PLACE OF PLASTIC DRUMS, PANELS AND BARRICADES

TWO TO FOUR INCHES PLASTIC DRUMS, VERTICAL PANELS OR BARRICADES EVERY 100 FEET ON TANGENT SECTIONS

DROP-OFF AREA.

LESS THAN TWO INCHES NO PROTECTION REQUIRED. WARNING SIGNS PLACED IN ADVANCE AND THROUGHOUT THE

FOLLOWS:

A PAVEMENT EDGE THAT TRAFFIC IS NOT EXPECTED TO CROSS, EXCEPT ACCIDENTALLY, SHOULD BE TREATED AS

DROP-OFFS ARE GREATER THAN 1/2 INCH. MODIFICATIONS WILL BE AS DIRECTED BY THE ENGINEER.

SITUATIONS. WARNING SIGNS SHALL BE PLACED IN ADVANCE AND THROUGHOUT THE DROP-OFF AREA WHEN

INCHES. THIS MAY BE INCREASED TO 2 INCHES FOR LOW SPEED 2-1ELEVATION DIFFERENCE GREATER THAN 1

A PAVEMENT EDGE THAT TRAFFIC IS EXPECTED TO CROSS IN A LANE CHANGE SITUATION SHALL NOT HAVE AN

JULY 4, 2018

MAY 26-28, 2018

MAY 4-6, 2018

MARCH 30, 2018

JANUARY 15, 2018

DECEMBER 23, 2017 TO JANUARY 1, 2018

NOVEMBER 23-26, 2017

NOVEMBER 11, 2017

SEPTEMBER 2-4, 2017

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

SHALL BE ASSESSED IN ACCORDANCE WITH SECTION 108.09 OF THE CURRENT EDITION OF THE KYTC STANDARD

SHOULD THE CONTRACTOR FAIL TO OPEN LANES TO TRAFFIC AT THE SPECIFIED TIMES, LIQUIDATED DAMAGES

UPON COMPLETION OF THE PROJECT.

ALL ARROW PANELS AND PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BECOME THE PROPERTY OF THE CONTRACTOR

ALL MAINTENANCE OF TRAFFIC PLANS ARE SUBJECT TO THE JUDGMENT OF THE ENGINEER.

INDEPENDENCE DAY WEEKEND

MEMORIAL DAY WEEKEND

KENTUCKY DERBY WEEKEND

GOOD FRIDAY

MARTIN LUTHER KING, JR. DAY

CHRISTMAS EVE THROUGH NEW YEAR’S HOLIDAY

THANKSGIVING WEEKEND

VETERAN’S DAY

LABOR DAY WEEKEND

THESE SPECIFIED TIMES:

STANDARD SPECIFICATIONS. MORE SPECIFICALLY, THERE SHALL BE NO LANE OR SHOULDER CLOSURES DURING

LANE OR SHOULDER CLOSURES WILL NOT BE PERMITTED ON THE HOLIDAYS SET FOR IN SECTION 101.03 OF THE

PRIVATE ENTRANCES.

CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN ACCESS TO SIDE STREETS, COMMERCIAL ENTRANCES, AND

11’ MINIMUM LANE WIDTHS SHALL BE MAINTAINED AT ALL TIMES.

CONSTRUCTION SHALL BE LIMITED TO ONE ROUTE AT A TIME.

LIMITED TO ONE LANE PER DIRECTION AT A TIME.

LANE CLOSURES SHALL ONLY BE ALLOWED BETWEEN THE HOURS OF 7:00 PM TO 6:00 AM. LANE CLOSURES SHALL BE

CONSTRUCTION SHALL BE PERFORMED BEHIND LANE OR SHOULDER CLOSURES AS DIRECTED BY THE ENGINEER.

ENGINEER.

SHALL BE DELIVERED TO THE DISTRICT 5 TRAFFIC FACILITY AT 1517 DURRETT LANE, AS DIRECTED BY THE

ALL EXISTING SIGNALIZATION EQUIPMENT REMOVED REMAINS THE PROPERTY OF THE KYTC AND THE EQUIPMENT

BE GIVEN 48 HOURS NOTICE BEFORE ANY SIGNALS ARE CHANGED OR RELOCATED.

DURING HOURS OF LOW TRAFFIC FLOW UTILIZING FLAGGERS AS NEEDED DURING THESE OPERATIONS. KYTC SHALL

OR ANY EXISTING SIGNAL POLE IS REMOVED. RELOCATION OF SIGNAL HEADS IF REQUIRED SHOULD BE PERFORMED

OF CONSTRUCTION WILL HAVE TEMPORARY POLES OR NEW POLES CONSTRUCTED BEFORE GRADING ACTIVITIES BEGIN

HOURS MAY BE EXTENDED BY THE ENGINEER IF SPECIAL EVENTS WARRANT. SIGNAL POLES AFFECTED BY ANY PHASE

THE SIGNALS MAY BE OPERATED MANUALLY FOR BRIEF PERIODS OF TIME IF APPROVED BY THE ENGINEER. THESE

SIGNALIZATION EQUIPMENT MUST BE APPROVED BY THE ENGINEER. EXCEPT FOR THE HOURS OF 7 A.M. TO 9 P.M.,

TEMPORARY AND/OR PERMANENT SIGNALIZATION EQUIPMENT. THE LOCATION AND TYPE OF TEMPORARY

APPROVED OR MANDATED BY THE ENGINEER SHALL BE MAINTAINED AT THE INTERSECTION WITH A COMBINATION OF

BOTH PEDESTRIAN AND VEHICULAR SIGNALIZATION SCHEMES SHALL BE MAINTAINED. SIGNAL TIMING PLANS

THE SIGNALIZATION OF THE INTERSECTION WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES.

VEHICLE AS QUICKLY AS POSSIBLE.

EMERGENCY RUN ARRIVES AT THE SCENE, THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE PASSAGE OF THAT

IF TRAFFIC SHOULD BE STOPPED DUE TO CONSTRUCTION OPERATIONS AND AN EMERGENCY VEHICLE ON AN OFFICIAL

BY THE ENGINEER BEFORE WORK CAN BE STARTED BY THE CONTRACTOR.

TRAFFIC IS ALLOWED TO USE ANY LANE CLOSURES, CROSSOVERS OR DETOURS. ALL SIGNING SHALL BE APPROVED

THE ENGINEER AND CONTRACTOR, OR THEIR AUTHORIZED REPRESENTATIVES, SHALL REVIEW THE SIGNING BEFORE

ALL OPERATIONS DURING WORKING HOURS.

GREATEST LANE WIDTH ALLOWABLE FOR ALL TRAVEL LANES. THE DEVICES WILL NEED TO BE MOVED THROUGHOUT

TRAFFIC. TRAFFIC CONTROL DEVICES SHALL BE MOVED DURING CONSTRUCTION ACTIVITIES TO ACCOMMODATE THE

THE FLOW OF TRAFFIC AND REMOVED STARTING AND PROCEEDING IN THE DIRECTION OPPOSITE THE FLOW OF

IN GENERAL, ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED STARTING AND PROCEEDING IN THE DIRECTION OF

THE ENGINEER.

CONSTRUCTION WHICH REMAINS APPLICABLE WHILE CONSTRUCTION IS OCCURRING TO A LOCATION AS APPROVED BY

ARE APPLICABLE OR ARE REMOVED. THE CONTRACTOR MAY RELOCATE ANY EXISTING SIGN DISTURBED BY ACTIVE

NOT PROPERLY APPLY TO THE CURRENT TRAFFIC PHASING, AND SHALL MAINTAIN THE COVERING UNTIL THE SIGNS

THE CONTRACTOR SHALL COMPLETELY COVER ANY SIGNS, EITHER EXISTING, PERMANENT OR TEMPORARY, WHICH DO

OF THE CONTRACTOR WHEN NO LONGER REQUIRED.

ANY TEMPORARY TRAFFIC CONTROL ITEMS, DEVICES, MATERIALS AND INCIDENTALS SHALL REMAIN THE PROPERTY

PLANS, THE MUTCD OR THE ENGINEER.

FOR THE CONTROL AND PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC AS SPECIFIED IN THESE NOTES, THE

BARRICADES, VERTICAL PANELS, PLASTIC DRUMS (STEEL DRUMS WILL NOT BE PERMITTED) AND CONES NECESSARY

B. ALL FLAGPERSONS AND TRAFFIC CONTROL DEVICES SUCH AS, BUT NOT LIMITED TO, FLASHERS, SIGNS,

AND MARKINGS.

A. ALL LABOR AND MATERIALS NECESSARY FOR CONSTRUCTION AND MAINTENANCE OF TRAFFIC CONTROL DEVICES

OTHERWISE PROVIDED FOR IN THESE NOTES. BUT IS NOT LIMITED TO THE FOLLOWING ITEMS AND OPERATIONS:

AS SET FORTH IN THE CURRENT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION UNLESS

MAINTAIN AND CONTROL TRAFFIC WILL BE PAID FOR AT THE LUMP SUM PRICE TO MAINTAIN AND CONTROL TRAFFIC

EXCEPT FOR THE ROADWAY AND TRAFFIC CONTROL BID ITEMS LISTED. ALL ITEMS OF WORK NECESSARY TO

PROGRAM (NCHRP) 350 REPORT.

ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE NATIONAL COOPERATIVE HIGHWAY RESEARCH

CURRENT EDITIONS.

(MUTCD), THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE STANDARD DRAWINGS,

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

EXPECTED CONSTRUCTION PHASING

PAVEMENT MARKING

MILL AND RESURFACE

CONSTRUCT NEW MEDIAN

REMOVE EXISTING MEDIAN AND ISLANDS AND REPLACE OR FILL VOID

WIDEN WESTBOUND

KY 155

PAVEMENT MARKING

CONSTRUCT NEW MEDIAN OPENING

REMOVE EXISTING MEDIAN OPENING

KY 1747

CONSTRUCT NEW TRAFFIC SIGNAL

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TRAFFIC CONTROL PLAN NOTES

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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 NOTES

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

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

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

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

MATERIAL AT SITES APPROVED BY THE SECTION ENGINEER.

AND SILT FENCES WHENEVER THEY BECOME ONE- HALF FULL AND PROPERLY DISPOSE OF THE

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 JUNE, 2012 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 SECTION ENGINEER TO

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

OF THE AFOREMENTED 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

EROSION CONTROL LEGEND

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AND NOTES

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298

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TO LOUISVILLE


CONST. LIMITS

299

+00

300

+00

HU

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LA

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DISTURBED DRAINAGE AREAS

SECTION

DDA 1 0.01 36

DDA 2 0.47 1,692

DDA 3 2.53 9,108

POINT DISCHARGE DDA 1


DDA 3

DDA 2

DDA 1

CONST. LIMITS

(ACRES)AREA

DISTURBED

(CU FT)SEDIMENT VOLUME

MAXIMUM


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ET

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ME:

R02200

EC

Micro

Statio

n v8.11.7.443



EROSION CONTROL PLAN SHEET

STA. 295+05.18 TO STA. 300+00 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R02200

EC.

DG

NFIL

E

NA

ME:

IE-634.24

2" TRENCH DRAIN

CB

TG-637.95

IE-SIL

TE

D

CB

TG-641.70

IE-634.70

18"

RC

PIE-637.40

18" RCP

15" RCP

18" RCP

15" RCP

15" RCP

18"

RC

P

IE-625.68

IE-636.02

IE-635.66

IE-635.04

638638

638

638

638

637

639

636636

636

637

637

637

637

637

637

632

633

633

633

634634

634

634

635635

635

635

635

636

636

636

636

636 636

637637

637

637

637

637

637637

637

637

637

638

638

638638

638

638

638

638

638

638

638

638 638638

638

638

638

638

638

638

639

639

639

639

639639

639639

639639639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

640640

640

640

640

640

640

640640640640

640

640640

640

640

640

640

640

640

640

640

640

640

641

641

641

641

641

641

641

641

641

641641641

641

641

641

641

641

641

641

641

642

642

642

642

642

642

642642642

643

643

0’ 40’ 80’20’

CONST. LIMIT

S

300

+00

DDA 2 0.47 1,692

DDA 3 2.53 9,108

DDA 4 0.18 648

DDA 5 1.05 3,780

301+

00

302

+00

303

+00

304

+00

305

+00

306

+00

MA

TC

HLIN

E S

TA. 306

+00


52+00

MA

TC

HLIN

E S

TA. 300

+00

51+00

50+00


(HU

RS

TB

OU

RN

E P

AR

KW

AY)

KY 17

47

CONST. LIMITS

DDA 3

DDA 3

DDA 4

DDA 5

DDA 2



CONST. LIMITS


SECTION(ACRES)

AREADISTURBED


MAXIMUM


August 16, 2017

DA

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ME:

R02300

EC

Micro

Statio

n v8.11.7.443




STA. 300+00 TO STA. 306+00 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R02300

EC.

DG

NFIL

E

NA

ME:

ELEC/JB

ELEC/JB

ELEC/JB

ELEC/JB

ELEC/JB

ELEC/JB

30" RCP

MH

ELEC.

EM

H

ELEC/JBE

LEC/SIG

N C

ONTR

OL B

OX

640

640

640

640

640

640

640

646

646

646

646

641

641

641

641

641

641

641

639

631

631

632

632

632

629

629

632632

632

632632

632

632

632

632

632

632

632

632

632630

630

630

630630

631

631631

631631

631

631

631

631

631

633

633

633

633633

633633633

6336

33

633

633

633

633 633

633

633

633

633

633

633

634

634

634

634634

63463463463

4

634

634

634

634

634

634

634

634 634

634

634

635

635

635

635

635

635635

635

635

635

635

635

635635

635 635

635

635

635

635

636

636

636636

636636

636

636

636

636

636

636

636

636636 636

636

636

636

636

637

637

637

637

637

637637

637

637

637

637

637

637

637

637

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637

637

637

637

637

637

637

638

638

638

638

638

63863

8

638638

638

638

638

638

638638638

638

638

638

638

638

638

638

638

638

638

638

639

639

639 639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

639

640

640

640

640

640640

640

640

640

640

640

640

640

640

640

640

640

640

640

640

640

640

641

641

641

641641

641

641

641

641

641

641

641

641

641

641

641

641

641

641

641

641

642

642

642

642

642

642

642

642

642 642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

642

643

643

643

643

643643

643

643

643

643

643

643

643

643

643

643

644

644

644

644644

644

644

644

645

645

645

645

645

645

645

645

646

646

646

646

646

0’ 40’ 80’20’

DDA 3 2.53 9,108

DDA 5 1.05 3,780

306

+00

CONST. LIMITS

MA

TC

HLIN

E S

TA. 306

+00

307

+00

308

+00

309

+00

310

+00

TO TAYLORSVILLEKY 155 (TAYLORSVILLE ROAD)

CONST. LIMITS

DDA 5

DDA 3


SECTION(ACRES)

AREADISTURBED


MAXIMUM


August 16, 2017

DA

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Micro

Statio

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STA. 306+00 TO STA. 309+58.50 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

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TR

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OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R02400

EC.

DG

NFIL

E

NA

ME:

645

645

645

645645

645

645

645 646

646

646

646

646646

646

646

646

643

643

643

643643643

644

644

644

644

644

644

644

644 644

644

644

644

644

645

645

645

645

645

645

645

645

645

646

646

646

646

646

646

646

646

646

646

646

646

646

646

647

647647

647

647

647

647

647

647

647

647

647

647

647

647647

647

647

647

647

647

647

647

647

647

647

648

648

648

648

648

648

648

648

648

648

648

648

648

648

649

649

649

649

649

649

649

649

649

649

649

0’ 40’ 80’20’

DDA 5 1.05 3,780

DDA 6 1.43 5,148

DDA 7 0.55 1,980

52

+00

(HURSTBOURNE PARKWAY)KY 1747

MA

TC

HLIN

E S

TA. 58

+00

58

+00

MA

TC

HLIN

E S

TA. 52

+00

53

+00

54

+00

55

+00

56

+00

57

+00

DDA 6

DDA 7

POINT DISCHARGE DDA 6POINT DISCHARGE DDA 7


DDA 5


SECTION(ACRES)

AREADISTURBED


MAXIMUM


August 16, 2017

DA

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ME:

R02500

EC

Micro

Statio

n v8.11.7.443




STA. 52+00 TO STA. 58+00 40’SCALE: 1"=

V:\17

85\

AC

TIV

E\17

8566025\

TR

AN

SP

OR

TA

TIO

N\

DESIG

N\

DR

AWIN

G\

PL

AN_S

HE

ET

S\

R02500

EC.

DG

NFIL

E

NA

ME:

644

644

644

644

643

643

643

643

643

643 643

643

643 643

643643

643

643

643

643

643

643

643

643

644

644

644

644

644

644

644

644

644644

644

644644 644

644

644

644

644

644

644

644

644

645

645

645

645

645

645

645

645

645

645

645

645

645

645

645

645

645

645

646

646

646

646

0’ 40’ 80’20’

DDA 6 1.43 5,148

DDA 7 0.55 1,980

DDA 8 0.76 2,736

DDA 9 0.06 216

58

+00

MA

TC

HLIN

E S

TA. 58

+00

DDA 8

DDA 7

DDA 9DDA 6


59

+00

60

+00

61+

00

62

+00

63

+00

64

+00


SECTION(ACRES)

AREADISTURBED


MAXIMUM


August 16, 2017

DA

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Micro

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n v8.11.7.443




STA. 58+00 TO STA. 63+14.43 40’SCALE: 1"=

V:\17

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AN_S

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ET

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R02600

EC.

DG

NFIL

E

NA

ME: 645645

646

646

645

645

645

645

645

646

646

646

646

646

646

646

646

645

645

645

645

645645

645645

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647647

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647 647

647

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648648

649

649

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649

649

650

650

650

650

650

650

650

650

651

651

651

651

651

651

652

652

0’ 400’ 800’200’

PI STA 57+51.02

TL

E

= 9°36’39" RT

= 3819.72’

s

cs

L

LTST

s

= 421.15’= 200.00’= 440.72’

= 133.34’

C

C

R= 13.91’

= 66.67’

= 1°30’00"

PI STA 67+27.49

TL

E

= 7°47’39" lT

= 3819.72’

s

cs

L

LTST

s

= 360.23’= 200.00’= 319.61’

= 133.34’

R= 9.29’

= 66.67’

= 1°30’00"

e = see x-sec

e = see x-sec

275

+00

280

+00

285+00

290

+00

295+00

300+00

305+00

310

+00

315+

00

PT 318+

75.5

4

PC 270

+51.

20

POE 82+44.85

80+00

75+00

70+00

65+00

60+00

55+00

50+00

TS 53+29.87

SC 55+29.87

ST 61+

70.60

CS 59+70.60

TS 63+67.25

SC 65+67.25

CS 68+86.87

ST 70+86.87

PI 67+27.49

PI 5

7+51.

02

PI 296+52.01

TBM-1

TBM-2

TBM-3

TBM-4

TBM-5

TBM-6

TBM-7

MON-1

MON-2

TRAV-3

TRAV-4

TRAV-9

TRAV-5

TRAV-8

TRAV-7

TRAV-6

NAVD88 Vertical Datum. Geoid model used was Geoid12A.

Elevations were derived from GPS methods and are adjusted to the

BASIS OF ELEVATIONS

area.

average Grid Factors from the Primary Survey Control over the project

The project Grid Factor is 0.999941 and was obtained by using the

.U.S. Survey Feetin

Coordinates are based on State Plane Coordinate System Single Zone and

and adjusted to the National NAD83/FBN System.

Coordinates for horizontal control were obtained from GPS methods

COORDINATE SYSTEMST

A 295+05.18

BE

GIN

CO

NST

RU

CTIO

N

STA 309+58.5

0

END CONSTRUCTIO

N

ST

A 63+14.43

EN

D

CO

NS

TR

UC

TIO

N


S86°58’37"E

S33°54’3

3"E

N54°

26’38"

E

N64°

03’17

"E

N56°

15’38"

E

PO

B 50+00.00

August 16, 2017

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Micro

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COORDINATE CONTROL SHEET

SCALE: 1"=400’

V:\17

85\

AC

TIV

E\17

8566025\

TR

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OR

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N\

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DR

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R02700

CC.

DG

NFIL

E

NA

ME:

EAST (X)NORTH (Y)

COORDINATE CONTROL POINTS

POINT

ELEV. (Z)

DESCRIPTION

State Plane Coordinates

STATION OFFSET

MON-1 AZI 068-2006 3966909.735 644.16

MON-2 STA 068-2006 3966633.817 641.34

TRAV-3 IPC 3966266.714 639.00

TRAV-4 IPC 3965899.422 639.71

TRAV-5 IPC 3966234.374 644.56

TRAV-6 IPC 3966547.663 645.69

TRAV-7 IPC 3966964.918 649.28

TRAV-8 IPC 3966711.086 644.50

TRAV-9 IPC 3966396.578 642.22

TBM-1 SQUARE CUT 638.00


TBM-3 BOLT 640.51


TBM-5 RR SPIKE IN PP 643.34


TBM-7 RR SPIKE IN PP 644.64

4965663.385

4966203.824

4966728.992

4966719.155

4967095.316

4967531.020

4967881.061

4967420.540

4966927.332

289+02.10

295+015.02

301+63.22

303+93.66

51+75.30

57+20.02

62+27.26

57+10.43

51+32.95

298+42.77

299+69.56

302+59.31

304+53.51

51+60.58

309+70.96

58+45.91

47.55 RT

50.65 RT

64.82 RT

358.37 RT

115.49 RT

102.83 RT

103.15 LT

94.20 LT

114.15 LT

52.09 LT

71.68 RT

57.52 RT

305.08 RT

80.30 RT

45.15 LT

79.18 RT

EAST (X)NORTH (Y)

COORDINATE CONTROL POINTS

POINT

ELEV. (Z)

DESCRIPTION

State Plane Coordinates

STATION OFFSET

PC TAYLORSVILLE RD 3967373.908 4963889.744 270+51.20

POC TAYLORSVILLE RD 3966734.253 4966129.130 294+00

PI TAYLORSVILLE RD 3967236.750 4966486.937 296+52.01

POC TAYLORSVILLE RD 3965778.619 4967373.536 309+75

PT TAYLORSVILLE RD 3965078.280 4967937.877 318+75.54

POB 3966226.401 4966885.546 50+00

TS 3966418.222 4967153.913 53+29.87

SC 3966533.094 4967317.626 55+29.87

PI 3966663.120 4967496.538 57+51.02

CS 3966758.312 4967696.173 59+70.60

ST 3966847.377 4967875.240 61+70.60

TS 3966933.418 4968052.079 63+67.25

SC 3967022.484 4968231.145 65+67.25

PI 3967091.025 4968376.006 67+27.49

CS 3967181.481 4968508.295 68+86.87

ST 3967291.105 4968675.567 70+86.87

POE 3967934.271 4969638.517 82+44.85

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

S HURSTBOURNE PKWY

August 16, 2017

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COORDINATE CONTROL SHEET

V:\17

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N\

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NA

ME:

630

640

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

299+75.26

630

640

630

640

650

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

298+40

630

640

}

TG = 638.05

I.E. 634.25

H=3.80’, 13.67’ LT.

CONST. DBI TYPE 13-3

FL = 637.20

I.E. 632.90

15"

LE

VE

L

PH

DESIG

N

HEIG

HT

CO

VE

R

MA

XI

MU

M

EACH EACH

M 3.4

22 M 3.8

1

1

3:1

TY

PE 13 - 3

DR

OP

BO

X IN

LE

T

CONST. 95 L.F. 15" STORM PIPE @ S=1.00%

640

630

640

630

3:1

299+34.35

630

640

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150 20 30 40 50 60 70 80 90 100 110 120 130 140 15010

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150 20 30 40 50 60 70 80 90 100 110 120 130 140 15010

299+97.16

I.E. 632.65

I.E. 633.30

FL = 637.25

FL = 637.27

}


}


}

TY

PE

B

CU

RB

BO

X IN

LE

T

M 2.9195

41

12 M 4.01

3:1

TO EX 8’x4’ RCBC


H=4.62’, 10.32’ LT.

CONST. CBI TYPE B 4-2

H=4.30’, 10.68’ LT.


H=3.95’, 11.66’ LT.


REMOVE EXISTING DBI

630

640

STORM SEWER PIPE

LINEAR FEET


PIPE DRAINAGE SHEET 1 of 2

SCALE: 1"= 20’

PIPE SECTIONS

STA. 298+40 TO STA. 299+97.16

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443


SHEET NO.ITEM NO.COUNTY OF

August 16, 2017

DA

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DR

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G\

PL

AN_S

HE

ET

S\

R02900

PD.

DG

NFIL

E

NA

ME:

640

650

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

640

650

640

650

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

58+20

640

650

640

650

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

60+60

640

650

CONSTRUCT LID TO CAP BOX

REMOVE TOP PHASE OF EX CBI.

}

TG = 645.05

I.E. 639.60

I.E. 639.47CONST. 13 L.F. 18" STORM PIPE @ S=1.00%

EX. 18" STORM PIPE

TG = 644.50

I.E. 641.30

H=3.20’, 7.30’ RT.

CONST. DBI TYPE 6E

56+41.62

TG = 644.23

I.E. 638.50

H=5.73’, 5.33’ LT.


EX. 15" STORM PIPE

LE

VE

L

PH

DESIG

N

HEIG

HT

CO

VE

R

MA

XI

MU

M

EACH EACH EACH

TY

PE 13 - 3

DR

OP

BO

X IN

LE

T

TY

PE 13 - 75

DR

OP

BO

X IN

LE

T

TY

PE 6

E

DR

OP

BO

X IN

LE

T

15" 18"

M 5.6

M 4.0

M 2.2

240

1

1

113

REMOVE EXISTING DBI

3:13:1

630

640

650

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

630

640

650

51+68.97 @ 0°40’30" SKEW LT.

TG = 641.00

I.E. 638.19I.E. 637.90


EX. 18" STORM PIPE

EX. 18" STORM PIPE

EX. JUNCTION BOX

}

}

M 2.1

FROM SLOPED BOX OUTLET TYPE 1 STA. 304+71.60


EACH

TY

PE 3

DR

OP

BO

X IN

LE

T

196

TO SLOPED BOX OUTLET TYPE 1 STA. 51+87.43



H=2.81’, CL Box = STA. 51+70.40, 83.42’ RT.

CONST. DBI TYPE 3 S (OMIT APRON)

H=5.45’, 12.67’ RT.


STORM SEWER PIPE

LINEAR FEET

KY 1747 (HURSTBOURNE PKWY)

PIPE DRAINAGE SHEET 2 of 2

SCALE: 1"= 20’

PIPE SECTIONS

STA. 51+68.97 TO STA. 60+60

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443


SHEET NO.ITEM NO.COUNTY OF

August 16, 2017

DA

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0

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0X

SMicro

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JEFFERSON 05-9008.00 X1

SCALE: 1" =

1" =

20’ HORIZONTAL

20’ VERTICAL

NUMBERS:

PROJECT

COUNTY OF


JEFFERSON

FD52 1550 C056 E143

9037001 D

DESIGNED BY:

DATE SUBMITTED:

STANTEC

August 16, 2017

DA

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NFIL

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ME:

COM EMB DT MED DT LT DT RT

630

640

650

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

295+40

630

640

650

630

640

650

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

296+00

630

640

650

630

640

650

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

297+00

630

640

650

630

640

650

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

297+53

630

640

650

STA.295+40 TO STA.297+53

EX.

GA

S

LIN

E

EX. GAS LINE

EX.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

EX. TELEPHONE

CABLE & CONDUIT

PIPE

15" ENTRANCE

3:1

3:1

3:1

MATCH EXISTING}MATCH EXISTING}

MATCH EXISTING} MATCH EXISTING}


MATCH EXISTING}

{6.14%

641.

5639.0

639.6

640.7

641.

89

641.

84

641.

61

641.

39

640.61

640.72

640.83

641.

00

641.

07

639.87

639.93

639.70

639.64

639.53

639.00

639.28

639.11

639.29

639.21

638.72

637.12

638.87

FL. 636.06

END SPCL. "V" DT.

LT. STA. 297+35.18

FL. 638.87

BEGIN SPCL. "V" DT.

LT. STA. 296+00

10’ V.C.

CONST. ENTRANCE

LT. STA. 297+53 64 6 0 7 0

63 4 0 6 0

8 0 12 0

72 0 0 0 0

DT LT

EMB

COM

0 SF

0 SF

AREAS

DT LT

EMB

COM

0 SF

0 SF

AREAS

DT LT

EMB

COM

4 SF

6 SF

AREAS

DT LT

EMB

COM

0 SF

0 SF

AREAS

-110

WESTBOUND THRU LANES

TAPER FOR LEFT EDGE OF PAVEMENT FOR

STA. 295+05.18, 7.38’ LT. BEGIN


TAPER FOR RIGHT EDGE OF PAVEMENT FOR

STA. 295+53.74, 31.47’ LT. BEGIN



STA. 297+09.08, 13.85’ LT. END


TAPER FOR RIGHT EDGE OF PAVEMENT FOR

STA. 297+16.05, 36.21’ LT. END

EASTBOUND LEFT TURN LANES


STA. 295+40, 7.00’ RT. BEGIN



STA. 296+45.37, 2.88’ LT. END

31 SF

23 SF

41 SF

22 0 0 0 0

11’6’22’8’14.8’

9.3’

11’6’22.1’8’9.8’

7.3’

7’7.9’23.6’9.1’

11.1’

1.6’

9.4’22.9’8’

33 SF

KY 155 SECTIONS

MATCH EXISTING}

11’

641.

24

EX. WATER LINE

EX. WATER LINE

EX. WATER LINE

100

0

E-S

HE

ET

NA

ME:

X00200

XS

Micro

Statio

n v8.11.7.443



SCALE: 1" =

1" =

20’ HORIZONTAL

20’ VERTICAL

V:\17

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DESIG

N\

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ME:

August 16, 2017

DA

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630

640

650

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

298+00

630

640

650

630

640

650

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

298+80

630

640

650

630

640

650

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

299+00

630

640

650

630

640

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

299+40

630

640

STA.298+00 TO STA.299+40

EX. GAS LINE

EX. GAS LINE

EX. GAS LINE

EX. GAS LINE

EX.

WA

TE

R

LIN

E

EX.

WA

TE

R

LIN

E

EX.

WA

TE

R

LIN

E

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. TELEPHONE

CABLE & CONDUIT

EX. TELEPHONE

CABLE & CONDUIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

3:13:1

MATCH EXISTING}


MATCH EXISTING}


638.4

637.7

637.6

637.4

PIPE

18" CULVERT

PIPE

18" CULVERT

638.33

638.48

638.30

638.54

638.48

637.99

638.67

637.85

637.69

637.75

637.65

637.59

638.73

638.35

638.17

637.61

637.53

637.44

637.21

635.40

FL. 635.23

END SPCL. "V" DT.

LT. STA. 298+19.26

FL. 635.70

BEGIN SPCL. "V" DT.

LT. STA. 297+70.78

FL. 632.40

END SPCL. "V" DT.

LT. STA. 299+68

FL. 633.37

BEGIN SPCL. "V" DT.

LT. STA. 299+47.16

9 0 12 0

60 0 0 0 0

22 0 0 0

76 64 0 0 0

DT LT

EMB

COM

6 SF

8 SF

AREAS

DT LT

EMB

COM

0 SF

0 SF

AREAS

DT LT

EMB

COM

0 SF

0 SF

AREAS

DT LT

EMB

COM

0 SF

AREAS

32 SF

51 SF

29 SF

21.6’6’26.4’

6’

1.06%}

11’6’24’51.4’

5.4’

14.4’

6.9’

3.6’

41.4’22.1’31.8’

11’6’22’8’10.8’

9.2’


TRANSITION FOR LEFT EDGE OF PAVEMENT FOR

STA. 297+99.92, 15.16’ LT. BEGIN



STA. 297+99.79, 9.16’ LT. BEGIN


TRANSITION FOR RIGHT EDGE OF PAVEMENT FOR

STA. 298+00.42, 37.15’ LT. BEGIN


TRANSITION FOR RIGHT EDGE OF PAVEMENT FOR

STA. 299+91.72, 36.28’ LT. END



STA. 299+91.72, 10.82’ LT. END



STA. 299+91.72, 4.82’ LT. END

73 SF

89 SF

156

104

KY 155 SECTIONS

3:1

EX. WATER LINE

EX. WATER LINE

EX. WATER LINE EX. WATER LINE

0

E-S

HE

ET

NA

ME:

X00300

XS

Micro

Statio

n v8.11.7.443



SCALE: 1" =

1" =

20’ HORIZONTAL

20’ VERTICAL

V:\17

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August 16, 2017

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630

640

650

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

300+00

630

640

650

620

630

640

650

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

301+00

620

630

640

650

630

640

650

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

302+00

630

640

650

630

640

650

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

303+00

630

640

650

STA.300+00 TO STA.303+00

EX.

GA

S

LIN

E

EX.

GA

S

LIN

E

EX.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

EX.

WA

TE

R

LIN

E

EX.

WA

TE

R

LIN

EE

X.

WA

TE

R

LIN

E

EX. TELEPHONE

CABLE & CONDUIT

EX. TELEPHONE

CABLE & CONDUIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. TELEPHONE

CABLE & CONDUIT

3:1

3:1

3:1MATCH EXISTING} MATCH EXISTING}



637.4

638.0

640.1

638.9

639.39

639.05

638.97

638.82

637.89

638.06

638.16

638.58

638.01

637.62

637.53

637.31

73 58 0 0 0

78 12 0 0 0

37 6 0 0 0

0 0 0 0 0

DT LT

EMB

COM

0 SF

AREAS

DT LT

EMB

COM

3 SF

0 SF

AREAS

DT LT

EMB

COM

3 SF

0 SF

AREAS

DT LT

EMB

COM 0 SF

0 SF

0 SF

AREAS

17 SF

28 SF

11’6’26’

4.8’

11’6’26’

11’6’26’

4.8’

4.8’

22 SF

20 SF

KY 155 SECTIONS

EX. WATER LINE

Dt. Lt.

Emb

Com

=

=

=

Sta. 295+05.18 to 303+12

Earthwork Quantities

37

189

905

0

E-S

HE

ET

NA

ME:

X00400

XS

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Statio

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SCALE: 1" =

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20’ HORIZONTAL

20’ VERTICAL

V:\17

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August 16, 2017

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630

640

650

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

304+00

630

640

650

640

650

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

305+00

640

650

640

650

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

306+00

640

650

640

650

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

307+00

640

650

EX.

GA

S

LIN

E

EX.

GA

S

LIN

E

EX.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

EX. TELEPHONE

CABLE & CONDUIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

3:1

3:1

3:1

3:1

MATCH EXISTING}

MATCH EXISTING}

MATCH EXISTING}

641.

1643.3

642.1

644.4

644.74

644.87

644.90

643.89

643.86

643.71

642.36

642.38

642.44

642.40

641.

65

FL. 641.35

BEGIN SPCL. "V" DT.

LT. STA. 305+60

FL. 642.41

END SPCL. "V" DT.

LT. STA. 307+01.78

2 0 0 0

37 2 0 4 0

39 6 0 25 0

54 3 0 13 0

DT LT

EMB

COM

1 SF

0 SF

AREAS

DT LT

EMB

COM

2 SF

AREAS

DT LT

EMB

COM

1 SF

AREAS

DT LT

EMB

COM

0 SF

0 SF

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

13 SF

-110

34’13’

33.2’13’

32.1’13.5’5.2’

8.2’

9’

25:1 TAPER FOR PAVED SHOULDER WIDTH

STA. 305+00.00, 50.78’ LT. BEGIN


STA. 306+00.00, 46.18’ LT. END

2 SF

14 SF

11 SF

STA.304+00 TO STA.307+00KY 155 SECTIONS

EX. E

LE

C. LIN

E

AREAS

EX.

WA

TE

R

LIN

E

EX. TELEPHONE

CABLE & CONDUITS

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

S

14.9’ 79.6’ 33’

641.

59

642.13

642.04

49 SF

7 SF

91 2 0 0 0

115

0

E-S

HE

ET

NA

ME:

X00500

XS

Micro

Statio

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SCALE: 1" =

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20’ HORIZONTAL

20’ VERTICAL

V:\17

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August 16, 2017

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640

650

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

307+60

640

650

640

650

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

308+00

640

650

640

650

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

309+00

640

650

640

650

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

309+40

640

650

EX.

GA

S

LIN

EE

X.

GA

S

LIN

E

EX.

GA

S

LIN

EE

X.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

EX.

WA

TE

R

LIN

E

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. TELEPHONE

CABLE & CONDUIT

EX. TELEPHONE

CABLE & CONDUIT

EX. TELEPHONE

CABLE & CONDUIT

EX. TELEPHONE

CABLE & CONDUIT

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

EX. TELEPHONE

CABLE & CONDUIT

3:1

3:1

3:1

3:1

MATCH EXISTING}

MATCH EXISTING}

MATCH EXISTING}

645.1

645.9

646.7

647.2

646.47

645.92

645.72

646.13

646.11

645.96

647.09

647.14

647.15

647.43

647.50

647.48

645.38

644.90

FL. 645.60

END SPCL. "V" DT.

LT. STA. 309+58.50

FL. 643.50

BEGIN SPCL. "V" DT.

LT. STA. 308+06.17

46 1 0 7 0

82 4 0 19 0

26 2 0 3 0

7 1 0 1 0

DT LT

EMB

COM

0 SF

0 SF

AREAS

DT LT

EMB

COM

1 SF

9 SF

AREAS

DT LT

EMB

COM

1 SF

1 SF

AREAS

DT LT

EMB

COM

1 SF

2 SF

AREAS

34 SF

28 SF

16 SF

19 SF30.5’

2’

7.5’

31’8.5’

31’14.6’

33.1’13’16.6’CONST. ENTRANCE

LT. STA. 307+58.50

WESTBOUND RIGHT TURN LANE

100’ TAPER FOR RIGHT EDGE OF PAVEMENT FOR

STA. 308+58.50, 42.71’ LT. BEGIN

WESTBOUND RIGHT TURN LANE

100’ TAPER FOR RIGHT EDGE OF PAVEMENT FOR

STA. 309+58.50, 30.18’ LT. END

3:1

STA.307+60 TO STA.309+40KY 155 SECTIONS

EX. WATER LINE

EX. WATER LINEPIPE

18" ENTRANCE

Dt. Lt.

Emb

Com

=

=

=

Sta. 303+12 to 309+58.50


72

23

497

0

E-S

HE

ET

NA

ME:

X00600

XS

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Statio

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20’ VERTICAL

V:\17

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XS.

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E

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ME:

August 16, 2017

DA

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ER:

COM EMB MED DT DT LT DT RT

630

640

650

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

51+00

630

640

650

640

650

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

52+00

640

650

640

650

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

53+00

640

650

640

650

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

54+00

640

650

640

650

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

55+00

640

650

STA.51+00 TO STA.55+00

EX. E

LE

C. LIN

E

EX.

GA

S

LIN

E

EX.

WA

TE

R

LIN

E

641.

7642.2

642.7

643.2

643.7

644.07

643.57

642.19

641.

94

642.54

642.50

643.50

3:1

642.24

MATCH EXISTING}

4.08%}

2.00%}

1.40%}

15" RCP

15" RCP

41 0 0 0 0

0 0 0 0

28 0 0 0 0

0 0 0 0

COM

EMB

AREAS

0 SF

0 SFDT MED

COM

EMB

AREAS

0 SF

0 SFDT MED

COM

EMB

AREAS

0 SF

0 SF

0 SFDT MED

COM

EMB

AREAS

0 SF

0 SFDT MED

20 SF

15 SF

22 SF

50 0 0 0 0COM

EMB

AREAS

0 SF

0 SFDT MED

7 SF

1.3’

10.3’

6.4’

18’

57.8’

3.6’

6.1’

2’

54.4’


STA. 52+00.00, 67.44’ RT. BEGIN


STA. 53+44.63, 54.62’ RT. END

SOUTHBOUND LEFT TURN LANE

8:1 TAPER FOR LEFT EDGE OF PAVEMENT FOR

STA. 55+33.17, 6.41’ RT. BEGIN

NORTHBOUND LEFT TURN LANE


STA. 54+90.00, 18.00’ RT. BEGIN

KY 1747 SECTIONS

EX. T

EL

EP

HO

NE

CA

BL

E

&

CO

ND

UIT

S

16.5’33.4’32.4’56.9’

644.10

2.50%}

FO

R

KY 17

47

QU

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20’ HORIZONTAL

20’ VERTICAL

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650

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

56+00

640

650

640

650

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

57+00

640

650

640

650

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

57+20

640

650

640

650

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

57+60

640

650

640

650

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

58+00

640

650

640

650

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

59+00

640

650

STA.56+00 TO STA.59+00

3.00%} 1.00%}

643.9

644.8

644.9

645.4

645.2

645.5

644.58

644.10

644.82

644.54

645.13

644.77

645.09

645.03

645.01

645.26

644.90

645.10

645.05

645.52

645.19

645.15

645.12

645.59

645.29

645.29

645.17

645.19

646.03

645.67

645.49

645.99

2.40%}3.00%}

3.00%} { 1.21% MATCH EXISTING}

2.75%} 0.58%}

MATCH EXISTING}2.50%} 1.00%}

1.00%}

PIPE

15" STORM

15" RCP

18" RCP

18" RCP

48" RCP

18" RCP48" RCP

48" RCP18" RCP

18" RCP

18" RCP

0 0 0 0

39 0 0 0 0

83 0 0 0 0

84 2 0 0 0

2 3 0 0

COM

EMB

AREAS

0 SF

0 SFDT MED

COM

EMB

AREAS

0 SF

0 SFDT MED

COM

EMB

AREAS

0 SF

0 SFDT MED

COM

EMB

AREAS

2 SF

0 SFDT MED

COM

EMB

AREAS

1 SF

0 SFDT MED

36 SF

50 SF

55 SF

COM

EMB

AREAS

0 SF

0 SFDT MED

58 SF

52 SF

56 SF

160



STA. 56+33.62, 6.00’ LT. END

NORTHBOUND LEFT TURN LANE


STA. 56+34.00, 0.00’ RT. END

MATCH EXISTING}



STA. 59+48.17, 12.00’ RT. BEGIN

3.00%}

KY 1747 SECTIONS

6 0 0 0200

13.7’

4.3’1.8’

16.2’

7.3’10.7’6’12’

5.2’

12.9’6’12’

6’12’6’12’

6’12’6’12’

116

6’12’6’12’

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20’ VERTICAL

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650

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

59+60

640

650

640

650

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

60+00

640

650

640

650

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

61+00

640

650

640

650

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

62+00

640

650

640

650

660

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

63+00

640

650

660

STA.59+60 TO STA.63+00

646.0

646.1

644.6

647.3

649.8

646.38

646.00

645.84

646.43

646.08

645.40

648.80

648.76

648.75

647.14

646.87

646.83

644.90

647.27

649.07

651.

02

651.

02

645.66

3:1

3:13:1

3:1

3:1

645.97

1.00%}

1.00%}

2.20%}

0.30%}

FL. 649.07

END SPCL. "V" DT.

MEDIAN STA. 63+00

DBI TYPE 6E

GRADE TO

DBI TYPE 6E

GRADE TO

PIPE

15" STORM

PIPE

15" STORM

18" RCP

18" RCP

18" RCP

18" RCP

68 0 4 0 0

93 10 8 0 0

28 15 4 0 0

28 6 2 0 0

COM

EMB

AREAS

0 SF

2 SFDT MED

COM

EMB

AREAS

0 SF

3 SFDT MED

COM

EMB

AREAS

5 SF

1 SFDT MED

COM

EMB

AREAS

8 SF

3 SF

1 SFDT MED

COM

EMB

AREAS

7 SF

0 SF

0 SFDT MED

48 SF

Sta. 51+00 to 63+14.43


Dt. Med.

Emb

Com

21

41

1193

=

=

=

2 0 0 0 014.8’3.2’

Project Totals


Dt. Lt.

Dt. Med.

Emb

Com

=

=

=

=



STA. 60+92.17, 6.00’ LT. END

SOUTHBOUND THRU LANE

100’ TAPER FOR LEFT EDGE OF PAVEMENT FOR

STA. 62+10.00, 6.00’ LT. BEGIN

SOUTHBOUND THRU LANE

100’ TAPER FOR LEFT EDGE OF PAVEMENT FOR

STA. 63+10.00, 18.00’ LT. END

FL. 644.56

BEGIN SPCL. "V" DT.

MEDIAN STA. 60+66.17

3.17%}

2.92%}

KY 1747 SECTIONS

109

21

253

2595

43 SF

3:1

3:1

3:1

645.82

2’2’

10.6’6’12’

3.9’2’5.6’

6’12’

645.95

3.3’4’2’

12’

2’

4’

2’

12’

7 SF

TRAFFIC SIGNAL ESTIMATE OF QUANTITIES

TOTAL UNITS CODE ITEM DESCRIPTION

LIN FT

LIN FT

EACH

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

EACH

EACH

EACH

EACH

EACH

EACH

CU YD

EACH

EACH

4811

4820

4830

4844

4845

4850

4886

4895

4931

4932

4950

6472

20093NS835

20188NS835

20189NS835

20390NS835

21743NN

23157EN

23222EC

23235EC

ELECTRICAL JUNCTION BOX TYPE B

TRENCHING AND BACKFILLING

LOOP WIRE

CABLE-NO. 14/5C

CABLE-NO. 14/7C

CABLE-NO. 14/1 PAIR

MESSENGER-15400 LB

LOOP SAW SLOT AND FILL

INSTALL SIG CONTROLLER-TYPE 170

INSTALL STEEL STRAIN POLE

REMOVE SIGNAL EQUIPMENT

INSTALL SPAN MOUNTED SIGN

INSTALL PEDESTRIAN HEAD LED

INSTALL SIGNAL-3 SECTION LED

INSTALL SIGNAL-5 SECTION LED

INSTALL COORDINATING UNIT

INSTALL PEDESTRIAN DETECTOR

TRAFFIC SIGNAL POLE BASE

INSTALL SIGNAL PEDESTAL

INSTALL PEDESTAL POST

0501".

JACKET THAT STATES : " PROPERTY OF KENTUCKY TRANSPORTATION CABINET 502 564

ADD SENTENCE TO SECTION 835.15: ALL WIRE SHALL HAVE WORDING ADDED TO THE OUTER

REFUSAL TO DISTRIBUTE EQUIPMENT UPON ARRIVAL.

SIGNAL SYSTEM BRANCH THIS ADVANCE NOTICE COULD RESULT IN LONG DELAYS OR

WORKING DAYS PRIOR TO ARRIVAL. FAILURE TO PROVIDE POLE YARD PERSONNEL/

ROUTER USED FOR COMMUNCATION IN THE TRAFFIC SIGNAL A MINIMUM OF TWO (2)

[email protected]/ [email protected]) TO ARRANGE PROGRAMMING OF THE

CONTACT THE SIGNAL SYSTEM BRANCH (502-782-5543/502-782-5547 OR EMAIL

A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO ARRIVAL. THE CONTRACTOR SHALL ALSO

502-330-8153 OR EMAIL [email protected]) AND ARRANGE TO PICK UP INSTALL ITEMS

CONTRACTOR SHALL CONTACT FRANKFORT POLE YARD PERSONNEL (502-782-8994/

FRANKFORT POLE YARD AND DELIVERING THESE ITEMS TO THE SITE. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PICKING UP INSTALL ITEMS FROM THE

INSPECTION HAVING BEEN COMPLETED.

CONDITIONS. SUBMISSIONS OF A BID WILL BE CONSIDERED AN AFFIRMATION OF THIS

SUBMITTING A BID AND SHALL BE THOROUGHLY FAMILIARIZED WITH EXISTING

THE CONTRACTOR SHALL MAKE AN INSPECTION OF THE PROJECT SITE PRIOR TO

SEE SECTION 602 FOR SPRIAL REINFORCEMENT SPLICING.

PROJECT. SEE SECTION 706, 723, AND 112 FOR MEASUREMENT AND OTHER DETAILS.

EDITION, AND OTHER SPECIAL NOTES AND SPECIFICATIONS WILL APPLY ON THIS

THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT

6-5-2017

4

1

4

1

7

8

16

1

1

8

2

2

EACH

555

LIN FT 4792 CONDUIT 1 INCH40

1,530

4,250

3,002

207

3,664

INCIDENTAL TO THIS ITEM OF WORK.

BOXES, CABINETS, AND WOOD POLES FOR PAYMENT AND WILL CONSIDER THEM

SIGNAL SYSTEM INCLUDING, BUT NOT LIMITED TO POLE BASES, POLES, JUNCTION

ASSOCIATED WITH ANY STRUCTURAL OR ELECTRICAL COMPONENT OF THE MATERIALS

NOT MEASURE BACKFILLING AND THE DISPOSAL OR TRANSPORTATION OF EQUIPMENT AND

THE DEPARTMENT WILL MEASURE THE QUANTITY BY EACH. THE DEPARTMENT WILL

REPLACE THE PARAGRAPH WITH THE FOLLOWING: REVISION:

04.22 REMOVE SIGNAL EQUIPMENT. (CONSTRUCTION ONLY)SUBSECTION:

CONSTRUCTION AND MEASUREMENT NOTES THAT ARE CONTRARY TO SECTION 723

90

LIN FT75 OPEN CUT ROADWAY4821

21.2

EACH

24900EC

24901EC

PVC CONDUIT-1 1/4 IN-SCHEDULE 80

PVC CONDUIT-2 IN-SCHEDULE 80

20

215

34 EACH 4953 TEMP RELOCATION OF SIGNAL HEAD

NUMBERS:

PROJECT

COUNTY OF


JEFFERSON

FD52 1550 C056 E143

9037001D

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JEFFERSON 5-9008.00 T1

TRAFFIC SIGNAL

ESTIMATE OF QUANTITIES

MEASUREMENT, CONST, AND MISC NOTES

DESIGNED BY:

DATE SUBMITTED:

STANTEC

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EACH

(TYP.) 48" O.C.

CONDUIT STRAP

36"

(BOTH SIDES)

LOCKNUT (TYP)

POLE WALL

6"

1"

4" MIN.

24"18"

36"

AWAY FROM ENCLOSURE

FINISH GRADE TO DRAIN

1" CHAMFER

ANCHOR BOLT (TYP.)

BRIDGE CONSTRUCTION)

SPECIFICATIONS FOR ROAD AND

SECTION 835 OF THE STANDARD

AND SERVICE DISCONNECT (SEE

SERVICE POLE WITH METER BASE

FOR SERVICE

3-#6 STRANDED

(TYP.)

MOUNTING BRACKET

(TYP.)

MOUNTING STRAP

AND LUG

BUSHING

R S CONDUIT

GROUNDING BUSHING

(BOTH SIDES)

LOCKNUT (TYP)

CABINET HOUSING

LB CONDULET

STEEL POLE MOUNT ENCLOSURE

36"

CONDUCTOR

GROUNDING

DOOR (TYP.)

78"

A

ENCLOSURE BASE

CONCRETE PAD

ANCHOR BOLT (TYP.)

GROUND ROD

A

PAD MOUNT ENCLOSURE

TOP VIEW

SECTION A-A

R S CONDUIT

ELECTRICAL INSPECTION)

(LEAVE TOPS EXPOSED FOR

INSTALLED BELOW GROUND

GROUND ROD FOR CABINET

24"

10�"26�"

(IF NECESSARY)

1" R S CONDUIT FOR TELEPHONE

1" R S CONDUIT FOR SERVICE

5/30/2017

FOR GROUNDING DETAILS.

SEE POLE BASE DETAIL SHEET

LOOP WIRES.

BUSHINGS FOR SIGNAL AND

CONDUITS WITH END BELL

4 - 2" SCHEDULE 80 PVCAND CAPPED AT BOTH ENDS.

WITH END BELL BUSHING,

PVC CONDUIT STUBBED

SPARE 1�" SCHEDULE 80

NEC REQUIREMENTS

SPARE CONDUIT AND COMPLY WITH

OF CONDUITS IN ORDER TO PROVIDE 1

CONTRACTOR SHALL MODIFY QUANTITY

TO POLE BASE WITH END BELL BUSHING.

4- 2" (MIN.) SCHEDULE 80 PVC CONDUITS

TELEPHONE CONDUITS

1" RIGID STEEL (R S) SERVICE AND

CONDUCTOR(S)

BUSHING FOR GROUNDING

CONDUIT WITH END BELL

�" SCHEDULE 80 PVC

DIRECTION OF THE SPARE CONDUIT.

TO SHOW THE LOCATION/

IN THE TOP OF THE CABINET BASE

AN ARROW SHALL BE ETCHED

AND CAPPED AT BOTH ENDS.

STUBBED WITH END BELL BUSHING,

1�" SPARE SCHEDULE 80 PVC CONDUIT

WITH END BELL BUSHING.

GROUNDING CONDUIT


SERVICE CONDUCTORS

1" R S CONDUIT FOR

CONDUCTOR

BUSHING FOR GROUNDING



(IF NECESSARY)

SERVICE/SERVICE

CONDUIT FOR TELEPHONE

1" RIGID STEEL (R S)

OF POLE

TO METER BASE ON EXTERIOR

FEEDS, USE 1" R S CONDUIT

FOR UNDERGROUND SERVICE

USE �" SCHEDULE 80 PVC

GROUNDING (OPTIONAL),

FOR EXTERIOR SERVICE

THE FOLLOWING CONDITIONS:

USED FOR EITHER OR BOTH OF

EXTERIOR CONDUIT MAY BE

NEC REQUIREMENTS

SPARE CONDUIT AND COMPLY WITH

OF CONDUITS IN ORDER TO PROVIDE 1

SHALL MODIFY SIZE/QUANTITY

SIGNAL WIRES. CONTRACTOR

2- 2" (MIN.) R S CONDUITS FOR

POLE MOUNTED CABINETS:

THE GROUNDING SYSTEM.

CONDUIT SHALL NOT BLOCK THE HAND HOLE OR THE ABILITY TO ACCESS

TRANSITION FROM FLEXIBLE CONDUIT TO R S CONDUIT. FLEXIBLE

CONDUIT INSIDE THE POLE BASE. USE THE PROPER CONNECTIONS FOR

IN FLEXIBLE CONDUIT FROM THE DISCONNECT TO THE 1" RIGID STEEL

SERVICE WIRES FOR BASE MOUNTED CABINETS MAY BE INSTALLED

CONCRETE PAD, AND THEY CANNOT EXCEED THE 6 INCH HEIGHT.

ALL CONDUITS SHALL BE INSTALLED BETWEEN 4 TO 6 INCHES ABOVE THE

OF CONDUIT PAST THE EDGE OF THE CONCRETE PAD.

TO BID ITEM "4931". THIS INCLUDES PROVIDING A MINIMUM OF 24 INCHES

INSTALLED ON THE POLE AND/OR IN THE CABINET BASE ARE INCIDENTAL

(INCLUDING FLEX CONDUIT IF IT IS RUN INSIDE THE POLE) THAT ARE

ALL CONDUITS USED FOR THE TELEPHONE, GROUNDING, SPARES, AND SERVICE

NOTES:

THE PVC CONDUIT, CONNECTING TO THE CABINET GROUND BUS.

CABINET GROUND - GROUND WIRE SHALL COME FROM THE GROUND ROD THROUGH

THEY SHALL BE INCIDENTAL TO BID ITEM "4931".

POLE, RUBBER GROMMETS SHALL BE PROVIDED AT DISCONNECT AND POLE CUT OUTS.

STEEL (R S) GROUNDING BUSHING. IF GROUND WIRE IS RUN ON THE INSIDE OF THE

THE PVC CONDUIT, CONNECTING TO THE DISCONNECT AND THEN TO EACH RIGID

SERVICE GROUND - GROUND WIRE SHALL COME FROM THE GROUND ROD THROUGH

LEAVE TOP OF GROUND RODS EXPOSED FOR ELECTRICAL INSPECTION.

TESTING PRIOR TO CONNECTING THE WIRE TO ANY DISCONNECT, CABINET OR POLE.

CONTRACTOR SHALL PROVIDE A MINIMUM OF 6 INCHES OF GROUND WIRE FOR

GROUNDING REQUIREMENTS:

ADHESIVE OR APPROVED EQUAL.

MATERIAL, AND WITH MC778 PRESSURE SENSITIVE

WITH .007 THICKNESS, WITH UV WHITE POLYCARBONATE

PLY425 PREM STYLEMARK LABEL (OR APPROVED EQUAL)

SHALL BE 4" LONG AND 4" WIDE AND BE METALCRAFT

THIS FAULT CURRENT IS CALCULATED. THE STICKER

SYMMETRICAL RMS AMPERES AND THE DATE THAT

BE INSTALLED IN THE DISCONNECT WITH THE

CONTRACTOR SHALL SUPPLY A STICKER THAT WILL

SERVICE EQUIPMENT THAT IS INSTALLED. THE

MAXIMUM AVAILABLE FAULT CURRENT FOR THE

SHALL BE RESPONSIBLE TO CALCULATED THE

SHALL BE ALUMINUM ENCLOSURE. THE CONTRACTOR

DISCONNECTS (SAFETY SWITCH) AND METER BASE

SHALL BE UL RATED FOR COMMERCIAL USE.

DISCONNECTS (SAFETY SWITCH) AND METER BASE

SPECIAL NOTE:

SUPPLY

POWER

ROUTER

ETHERNET (ATC)

ATC OR 170 CONTROLLER

SHELF/DRAWER

SERIAL CABLEC2 (170)

ETHERNET CABLE

THE CABINET.

INSTALLED ON THE PROVIDE SHELF IN THE BACK OF

SIDE OF THE THE 19TH RACK. THE ROUTER SHALL BE

THE CABINET. ALL WIRING SHALL BE RAN DOWN THE

BE WATER TIGHT AND BE FLUSH WITH THE TOP OF

CONNECTION TO THE TOP OF THE CABINET SHALL

OPPOSITE THE MAIN POWER INSTALLATION. THE

INSTALL ON THE THE BACKSIDE OF THE CABINET

BLADE STYLE ANTENNA AND ROUTER INSTALLATION-

THE CABINET.

INSTALLED ON THE PROVIDE SHELF IN THE BACK OF

SIDE OF THE THE 19TH RACK. THE ROUTER SHALL BE

THE CABINET. ALL WIRING SHALL BE RAN DOWN THE

BE WATER TIGHT AND BE FLUSH WITH THE TOP OF

CONNECTION TO THE TOP OF THE CABINET SHALL

OPPOSITE THE MAIN POWER INSTALLATION. THE

INSTALL ON THE THE BACKSIDE OF THE CABINET

BLADE STYLE ANTENNA AND ROUTER INSTALLATION:

(REAR OF CABINET)

ROUTER INSTALLATION

SECURE TO RACK

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CONTROLLER CABINET

AND ANTENNA/ROUTER DETAIL

PROPOSED FINISHED SURFACE.

NON-SHRINK GROUT IN �" SAW SLOT.

1 " BACKER ROD IN �" SAW SLOT.

PREFORMED LOOP IN �" SAW SLOT.

LOOP WIRE PLAN

SHEET

LAYOUT DETAIL

SPECIFIED ON

NUMBER OF TURNS

SHEET

LAYOUT DETAIL

SPECIFIED ON

NUMBER OF TURNS

PUT UNDER PAVEMENT

TEE

TEE

ASPHALT SAW SLOT DETAIL FOR PREFORMED

LOOP LEAD-IN

PREFORMED

SHEET

LAYOUT DETAIL

SPECIFIED ON

NUMBER OF TURNS

SHEET

LAYOUT DETAIL

SPECIFIED ON

NUMBER OF TURNS

�"

2"

CROSS SECTION

PREFORMED LOOP

TURNS

�"

LOOP WIRES IN SAW SLOT

1" RS ELBOW

18" MIN. DEPTH

OR CABINET

TO JUNCTION BOX

1" R S CONDUIT

6" MIN.

SECTION A-A (SAW SLOT DETAIL)

PROPOSED FINISHED SURFACE

IN A SINGLE SAW SLOT IS 6

MAXIMUM NUMBER OF WIRES

NON-SHRINK GROUT IN �" SAW SLOT

�" BACKER ROD IN �" SAW SLOT

PAVED SURFACE

9"-12"

FACE OF CURB

SURFACE OR

EDGE OF PAVED

CONTROL BOX

TO PULL BOX OR

CONTROL BOX

TO PULL BOX OR

SAW CUT PLAN

CONTROL BOX

TO PULL BOX OR

6’X6’ LOOP

SAW CUT PLAN

6’X30’ QUADRAPOLE LOOP

WIRING PLAN

TO ELIMINATE SHARP EDGES

CHISEL CORNERS TO SLOT DEPTH

CORE DRILL 1 �" HOLE AND/OR

�" SAW SLOT

A

A

A

A

(TYP.)

FULL DEPTH

TO ACHIEVE

BEYOND CORNER

EXTEND CUT

LOOP SEALANT IN �" SAW SLOT

LOOP WIRES ENCAPSULATED IN

SAW SLOT EDGE OF PAVEMENT TRANSITION

PREFORMED LOOP DIAGRAM

6" MIN.

6’x6’ PREFORMED LOOP

6’x30’ QUADRAPOLE PREFORMED LOOP

CONTROL BOX

TO PULL BOX OR

TO ACHIEVE FULL DEPTH

EXTEND CUT BEYOND CORNER

�" SAW SLOT

ELIMINATE SHARP EDGES

TO SLOT DEPTH TO

AND/OR CHISEL CORNER

CORE DRILL 1 �" HOLE

AND INSTALL 1" RIGID STEEL CONDUIT.

OR FACE OF CURB) TO CONDUIT

SAW SLOT (9"-12" FROM SHOULDER

DRILL 1�" DIAMETER HOLE FROM

LOOP LEAD-IN

PREFORMED

CONTROL BOX

TO PULL BOX OR

CONTROL BOX

TO PULL BOX OR

UNDER PAVEMENT

PLACE TUBE

SHIELDED CABLE.

CONNECTIONS IN THE CABINET OR CONNECTED TO

TO FIVE TURNS PER FOOT UNTIL TERMINATED AT FIELD

PREFORMED LOOP LEAD-IN SHALL BE TWISTED WITH THREE

2/13/2016

PREFORMED LOOP DIAGRAM LOOP WIRE PLAN

LOOP TO TRAFFIC. CURING TIME VARIES WITH TEMPERATURE AND HUMIDITY.

ENSURE THAT THE GROUT HAS COMPLETELY CURED PRIOR TO SUBJECTING THE *

CLEAN UP THE SITE AND DISPOSE OF ALL WASTE OFF THE PROJECT.*

GROUT SHALL BE CLEANED FROM THE ROADWAY TO ALLEVIATE TRACKING.

SHALL BE NO CONCAVE PORTION TO THE GROUT IN THE SAW SLOT. ANY EXCESS

INSTRUCTIONS. ALLEVIATE ALL AIR POCKETS AND REFILL LOW SPACES. THERE

FINISH FILLING THE SAW CUT WITH NON-SHRINKABLE GROUT PER MANUFACTURER’S *

ARE PRESENT BETWEEN THE LOOP SEALANT AND BACKER ROD.

ROD ALONG THE ENTIRE LOOP AND HOME RUN SAW SLOTS SUCH THAT NO VOIDS

COVER THE ENCAPSULATED LOOP WIRE WITH A CONTINUOUS LAYER OF BACKER *

SEALANT HAS SET.

WIRES IN THE SAW SLOT. THE WIRE SHOULD NOT BE ABLE TO MOVE WHEN THE

APPLY LOOP SEALANT FROM THE BOTTOM UP AND FULLY ENCAPSULATE THE LOOP *

HOLE.

INSTALL DUCT SEALANT TO A MINIMUM OF 1 INCH DEEP INTO THE CORED 1 � INCH *

SAW SLOT. SCREWDRIVERS SHALL NOT BE USED.

STICK. MAKE SURE THAT THE LOOP WIRE IS PUSHED FULLY TO THE BOTTOM OF THE

PUSH THE WIRE INTO THE SAW SLOT WITH A BLUNT OBJECT SUCH AS A WOODEN *

.PLACE THE LOOP WIRE SPLICE-FREE FROM THE TERMINATION POINT*

TO 1" RIGID STEEL CONDUIT ADJACENT TO THE ROADWAY WITH RIGID STEEL ELBOW.

INSTALL 1" RIGID STEEL CONDUIT IN 45 DEGREE DRILLED SLOT. CONNECT CONDUIT*

PROTRUSIONS SHALL BE GROUND OR RE-CUT AND CLEANED AGAIN.

PROTRUSIONS PRIOR TO THE PLACEMENT OF THE WIRE. ALL JAGGED EDGES AND

CLOSELY INSPECT ALL CUTS, CORES, AND SLOTS FOR JAGGED EDGES OR *

CONDUIT ADJACENT TO THE ROADWAY.

OR FACE OF CURB) AND DRILL A 1 � INCH HOLE ON A 45 DEGREE ANGLE TO THE

MEASURE 9-12 INCHES FROM THE EDGE OF THE PAVED SURFACE (SHOULDER BREAK *

SIDES OF THE SLOTS.

COMPLETELY DRY THE SLOTS, DRILLED CORES, AND WITHIN 1 FOOT ON ALL *

AND WITHIN 1 FOOT ON ALL SIDES OF THE SLOTS USING A HIGH PRESSURE WASHER.

CLEAN ALL FOREIGN AND LOOSE MATTER OUT OF THE SLOTS, DRILLED CORES, *

CORNERS TO PREVENT SHARP BENDS IN THE WIRE.

DRILL A 1 � INCH CORE HOLE AT EACH CORNER AND USE A CHISEL TO SMOOTHE *

PAVEMENT.

BACKER ROD IS A MINIMUM OF 4 INCHES BELOW THE SURFACE OF ASPHALT

MAKE EACH SAW-CUT � INCH WIDE AND AT A DEPTH SUCH THAT THE TOP OF THE *

TRAFFIC AND CENTERED IN THE LANE.

CAREFULLY MARK THE SLOT TO BE CUT, PERPENDICULAR TO THE FLOW OF *

INSTALLATION OF A LOOP.

THE FOLLOWING IS A TYPICAL STEP BY STEP PROCEDURE FOR THE

: CONSTRUCTION DETAILS FOR LOOP SAW SLOT AND FILL BID ITEM

LOOP WIRE PLAN

Use detail for concrete application if concrete is 4" or less

MAXIMUM NUMBER OF TUBES PER SLOT IS 1.

MAXIMUM NUMBER OF WIRES IN A TUBE PER SLOT IS 4.

BE WATER RATED #16 THWN OR TFFN.

TEMPERATURE SYNTHETIC RUBBER. STANDARD WIRE SHALL

THE TEE SHALL BE CONSTRUCTED OF HEAVY DUTY HIGH

HEAVY DUTY REINFORCED RUBBER HOSE (CLASS A OIL RESISANT).

PREFORMED LOOPS SHALL BE CONSTRUCTED WITH 11/16" OR SMALLER

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LOOP DETAILS

3’

START CROSSING

VEHICLES

WATCH FOR

FLASHING

DON’T START

IF STARTED

FINISH CROSSING

STEADY

DON’T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

VEHICLES

WATCH FOR

FLASHING

DON’T START

IF STARTED

FINISH CROSSING

STEADY

DON’T CROSS

PUSH BUTTON

TO CROSS

TIMER

TO FINISH CROSSING

TIME REMAINING

�" RIGID STEEL CONDUIT

7’7’

WOOD POST

4" X 4" X 10’

ALUMINUM PEDESTAL

2" MIN

2" MIN

POLE CAP BE INSTALLED DIAGONALLY.

OF 2 SCREWS FOR EACH BOX. SCREWS SHALL

SCREWS TO SECURE BOX TO POST. MINIMUM

#9 X 1�" PAN HEAD OR ROUND HEAD WOOD

PED DETECTOR

TYPE FS BOX AND

�" GALVANIZED PLUG

PED DETECTOR

TYPE FS BOX AND

FINISHED GRADE

WITH �" GALVANIZED PLUG FOR BOX

TYPE FS BOX AND PED DETECTOR

DIRECTION

SHALL POINT IN PROPER

SIGNS R10-3e ARROWS

(CENTERED)

SIGN R10-3e

DIRECTION (CENTERED)


SIGNS R10-3e ARROWS

6/22/2012

MIN. 1�

2" MIN

2" MIN

4�"3�" 2�"

6 -32 TAP

4"

1�"

2�"

2�"

1�"

�"

�"

BASE DETAIL

DETAIL SHEET FOR PEDESTAL POLE

SEE PEDESTRIAN SIGNAL COUNTDOWN

3’

3’

18" MIN.

GALVANIZED LAG BOLTS

STRAP WITH �" X 2�"

DOUBLE HOLE CONDUIT

SHALL BE USED FOR THE GROUND WIRE.

BOTH PED DETECTORS. THE GREEN WIRE

CABLE INSIDE CONDUIT TO CONNECT

WOOD POST

4" x 4" x 10’

EXIT HUB.

ACCOMMODATE

DRILL HOLE TO

DETECTOR.

CONNECTING OTHER PED

RACEWAY FOR WIRES

DRILL HOLES TO MAKE

1�"

2�"

4�" MAX.

PED DETECTOR ON WOOD POST DETAILPEDESTAL POST DETAIL FOR PED DETECTORS & SIGNS

PED DETECTOR

STRAIN POLE, WOOD POST, PEDESTAL, AND WOOD POLE

TYPE FS BOX FOR PED DETECTOR FOR USE WITH STEEL

FOR COUNTDOWN ONLY

R10-3e SIGN (9" X 15")

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PEDESTRIAN DETECTOR DETAIL

LAP

1’-3"

18" MIN.

2’

PED SIGNALS

ALUMINUM PIPE

2" MIN.

2" MIN.

2" MIN.

2" MIN.2" MIN.

2" MIN.

PED SIGNALS

WOOD POLE


8’

3’

8’

3’

8’

3’

(2 REQUIRED)

�" X .03"

BANDING TAPE

STAINLESS STEEL

AND PED SIGNALS

FOR PED DETECTORS

PEDESTAL POLE DETAIL

PLUG FOR BOX

WITH �" GALV.

PED DETECTOR

TYPE FS BOX &

PEDESTAL

ALUMINUM

PLUG FOR BOX

WITH �" GALV.

PED DETECTOR

TYPE FS BOX &

STEEL CONDUIT

1�" RIGID

FROM VEHICLES

TO AVOID DAMAGE

POSITIONED IN ORDER

BRACKET SHALL BE

EXCEED 4’.

SPACING SHALL NOT

BOLTS. MAXIMUM

�" X 2�" GALV. LAG

CONDUIT STRAP WITH

INSTALL DOUBLE HOLE

1’-6"

3" CLR

3" CLR

CONCRETE

3" CLR

4’

VINYL TAPE WHERE THEY PASS THROUGH THE HOLES.

SHALL BE PROTECTED WITH HEAT SHRINK TUBING OR

BURRS AND SHARP EDGES FROM THE HOLES. WIRES

CONTRACTOR SHALL USE A ROUND FILE TO REMOVE ALL

TYPE FS BOX NOT EXCEEDING �" IN DIAMETER.

CONTRACTOR SHALL DRILL HOLES IN THE PIPE AND THE

AND PED SIGNALS

FOR PED DETECTORS

STEEL STRAIN POLE DETAIL

AND PED SIGNALS

FOR PED DETECTORS

WOOD POLE DETAIL

FOR #3 TIE BARS

BENDING DETAIL

PEDESTAL POLE BASE DETAIL

DIRECTION (CENTERED)


SIGNS R10-3e ARROWS

1" CHAMFER

STEEL GROUNDING BUSHING.

GROUND LUG ON THE TRANSFORMER BASE AND THEN TO EACH RIGID

GROUND ROD THROUGH THE PVC CONDUIT, CONNECTING TO A

PEDESTAL POLE GROUND - GROUND WIRE SHALL COME FROM THE

LEAVE TOP OF GROUND RODS EXPOSED FOR ELECTRICAL INSPECTION.

TRANSFORMER BASE.

WIRE FOR TESTING PRIOR TO CONNECTING THE WIRE TO THE

CONTRACTOR SHALL PROVIDE A MINIMUM OF 6 INCHES OF GROUND


SPACED

BARS EQUALLY

REINFORCING

(6) #6 VERTICAL

ON CENTER

BARS TO BE 12"

#3 TIE OR SPIRAL

POLE

FOR PEDESTAL

GROUND ROD

ON BOTH ENDS.

THREADED, AND CAPPED

CONDUIT; STUBBED OUT,

1 �" SPARE RIGID STEEL

CONDUCTOR

GROUNDING

OR VINYL TAPE WHERE THEY PASS THROUGH THE HOLES.

WIRES SHALL BE PROTECTED WITH HEAT SHRINK TUBING

REMOVE ALL BURRS AND SHARP EDGES FORM THE HOLES.

DIAMETER. CONTRACTOR SHALL USE A ROUND FILE TO

POLE AND THE TYPE FS BOX NOT EXCEEDING �" IN

CONTRACTOR SHALL DRILL HOLES IN THE STEEL STRAIN

AND GROUNDING DETAILS

FOR CONCRETE BASE DETAIL

SEE PEDESTAL POLE BASE DETAIL

BREAKAWAY SUPPORT STUB HEIGHT MEASUREMENT

4" MAX.

GROUND LINE

60"

STUB OF TRANSFORMER BASE

3/20/2017

BETWEEN THE STRADDLING WHEELS OF A VEHICLE.

PROJECTED MORE 4 INCHES ABOVE A GROUND LINE

THE ANCHOR BOLTS AND CONDUITS SHALL NOT BE

MAX.10"

SIDEWALK/SHOULDER

FINAL GRADE

FINAL GRADE

MAX.10"

SIDEWALK/SHOULDER

10"MAX.

SIDEWALK/SHOULDER

OR SHOULDER.

10" MAXIMUM DISTANCE FROM THE SIDEWALK

THE FARTHEST BUTTON SHALL BE WITHIN THE

FROM THE PAVED SIDEWALK OR SHOULDER.

THAT EACH BUTTON IS NO MORE THAN 10"

THE PEDESTAL SHALL BE INSTALLED SO

OR SHOULDER.





THE WOOD POLE SHALL BE INSTALLED SO

FINAL GRADE

(2 REQUIRED)

�" X .03"

BANDING TAPE

STAINLESS STEEL

PEDESTRIAN SIGN.

STEEL SCREWS FOR EACH

INSTALL TWO STAINLESS

DIRECTION (CENTERED).


SIGNS R10-3e ARROWS

PLUG FOR BOX.

WITH �" GALV.

PED DETECTOR

TYPE FS BOX &

PEDESTRIAN SIGN.

STEEL SCREWS FOR EACH

INSTALL TWO STAINLESS

DIRECTION (CENTERED).


SIGNS R10-3e ARROWS

AND GROUNDING DETAILS

FOR CONCRETE BASE DETAIL

SEE POLE BASE DETAIL SHEET

(2 REQUIRED)

3#4" X .03"

BANDING TAPE

& STAINLESS STEEL

LAG BOLTS (2 REQUIRED)

�" X 4" STAINLESS STEEL

(2 REQUIRED)

3#4" X .03"

BANDING TAPE

& STAINLESS STEEL

LAG BOLTS (2 REQUIRED)

�" X 4" STAINLESS STEEL

INSTALLED DIAGONALLY, SHALL BE USED.

BOX TO POLE. A MINIMUM OF 2 SCREWS PER BOX,

WOOD SCREWS SHALL BE USED TO SECURE TYPE FS

#9 X 1�" STAINLESS STEEL PAN HEAD OR ROUND HEAD

OR SHOULDER.





THE POLE SHALL BE INSTALLED SO

MOUNTING SIGN TO POLE.

THROUGH CONDUITS FOR

ROUND HEAD WOOD SCREWS

FOUR #14 X 3" STAINLESS STEEL

FOR SIGN MOUNTING. USE


INSTALL 10" SECTIONS OF

CONDUIT.

OF THE PEDESTAL BASE TO SHOW LOCATION AND DIRECTION OF THE SPARE

EDGE OF THE CONCRETE BASE. AN ARROW SHALL BE ETCHED INTO THE TOP

THIS INCLUDES PROVIDING A MINIMUM OF 24 INCHES OF CONDUIT PAST THE

CONCRETE PEDESTAL POLE BASE ARE INCIDENTAL TO BID ITEM "23222EC".

ALL GROUNDING AND SPARE CONDUITS THAT ARE INSTALLED IN THE

NOTE:

OF THE FS BOX.

THE ATTACHMENT

SCREWS FOR

STAINLESS STEEL

INSTALL TWO

OF THE FS BOX.

THE ATTACHMENT

SCREWS FOR

STAINLESS STEEL

INSTALL TWO

OF THE FS BOX.

THE ATTACHMENT

SCREWS FOR

STAINLESS STEEL

INSTALL TWO

IN SIDEWALK.

SHALL BE INSTALLED FLUSH WITH THE GRADE IF

INSTALLED IN THE SIDEWALK. THE POLE BASE

SIDEWALK IF A PORTION OF THE POLE BASE IS

THERE SHALL BE AT LEAST 3 FOOT OF USABLE

INCIDENTAL TO THE PROJECT.

OR APPROVAL EQUAL. THIS SHALL BE

MC53FL PRESSURE SENSITIVE ADHESIVE

POLYCARBONATE MATERIAL, AND WITH

.007 THICKNESS, WITH UV WHITE

PLY695 PREM STYLEMARK LABEL WITH

THE STICKER SHALL BE METALCRAFT

INSTALL 3" FROM THE TOP OF THE DOOR.

A 4" BY 6" ARC FLASH WARNING STICKER

THE PEDESTAL BASE DOOR SHALL HAVE

NOTE:

SHALL BE INSTALLED FLUSH WITH THE GRADE.

BASE INTO THE SIDEWALK. THE PEDESTAL BASE

BE APPROXIMATELY ABOUT 2 INCH OF THE PEDESTAL

BASE IS INSTALLED IN THE SIDEWALK. THIS WILL

SIDEWALK IF A PORTION OF THE PEDESTAL

THERE SHALL BE AT LEAST 3 FOOT OF USABLE

CONDUCTOR

POLE GROUNDING

BUSHING (BOTH ENDS) FOR



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PEDESTRIAN SIGNAL COUNTDOWN DETAIL

DIAMETER

OF ONE BOLT

CLEARANCE

MAXIMUM

CURB SIDE

3’-0"

FOUNDATION

OUTSIDE OF

BOLT CIRCLE

24�" MAX. DIAMETER

(MIN. OF 4)

POLE MANUFACTURER

RECOMMENDED BY

QUANTITY AS

ANCHOR BOLTS,

POLE

STRAIN

STEEL

1" CHAMFER

3" CLR

FINISHED GRADE

3’

4" - 6"

3" CLR

SHALL BE 2�"

OF ANCHOR BOLTS

MAXIMUM DIAMETER

3" CLR

LAP

1’-8"

2’-6"

BY MFR

REQUIRED

AS

LATEST EDITION

TO FIGURE 4D-1 MUTCD

17’ - 19’ & CONFORM

STRAND VISE (TYP.)

RING

BULL

BE LEVEL

TOP OF FOUNDATION MUST

COLLAR

POLE

SIDE.

BOLTS TOWARD CURB

NOTE: INSTALL TWO

(TYP.)

MESSENGER CABLE

SPAN DETAIL

CONCRETE

CONCRETE

FOR TIE BARS

BENDING DETAIL

WEATHERHEAD

TO PREVENT WATER IN

PROVIDE SAG IN WIRES

POLE

STRAND VISE

CABLE

MESSENGER

PLATE (TYPICAL)

LOCK WASHER ABOVE BASE

HEX NUT, WASHER, AND

RED

12"

YELLOW

12"

GREEN

12"

5"

5"

5"

5"

BACKPLATE DETAIL

NOTED

OR OTHERWISE

FOR ALL SPANS

5% MIN. SAG

USED FOR EACH SPAN.

THERE SHALL BE A SEPARATE COLLAR

BEYOND THE STRAND VISE YOKE.

MESSENGER SHALL EXTEND 8" TO 10"

AND BEND MESSENGER AT EXIT POINT.

INSTALL MESSENGER THROUGH STRAND VISE

OF THE SPAN WIRE TO THE POLE.

SHALL NOT BE USED ON THE ATTACHMENT

JOHNNYBALLS OR STRAIN ISOLATORS

GROUND ROD

CABINET

GROUND ROD

POLE

POLE

STRAIN

STEEL

1" CHAMFER

FINISHED GRADE4" - 6"

3" CLR

SERVICE LOCATION ONLY)

GROUND (REQUIRED AT

CONDUIT FOR SERVICE


SPAN WIRE DETAIL

WITH POLE GROUND DETAIL

STEEL STRAIN POLE BASE

AND POLE MOUNTED CABINET GROUNDING DETAILS

STEEL STRAIN POLE BASE WITH SERVICE, POLE,

18"

CONDUCTOR

GROUNDING

GROUND RODS

SERVICE

CONCRETE

18"

RAKING POLE (TYP)

FOR PLUMBING OR

UNDER BASE PLATE

HEX NUT AND WASHER

NUT

EXTEND ABOVE THE

BOLT THREADS SHALL

A MINIMUM OF TWO

(SIZE AND NUMBER VARY)

BARS EQUALLY SPACED

VERTICAL REINFORCING

TO BE 12" ON CENTER

#4 TIE OR SPIRAL BARS

10" BEYOND THE STRAND VISE YOKE.

MESSENGER SHALL EXTEND 8" TO

AT EXIT POINT.

STRAND VISE AND BEND MESSENGER

INSTALL MESSENGER THROUGH

BULL RING AT AERIAL CORNER.

CONNECT EACH STRAND VISE TO

AERIAL CORNER DETAIL

DROP BOX

(TYP.)

LOUVERS

BUSHING.

THEN TO EACH RIGID STEEL GROUNDING

CONDUIT, CONNECTING TO THE POLE AND

FROM THE GROUND ROD THROUGH THE PVC

POLE GROUND - GROUND WIRE SHALL COME

ELECTRICAL INSPECTION.

LEAVE TOP OF GROUND RODS EXPOSED FOR

CABINET OR POLE.

TO CONNECTING THE WIRE TO ANY DISCONNECT,

INCHES OF GROUND WIRE FOR TESTING PRIOR

CONTRACTOR SHALL PROVIDE A MINIMUM OF 6


FOR POLE

GROUND ROD

SEE SECTION 723.03.02

DEPTH VARIES

(IF SPECIFIED).

TAPE

2" REFLECTIVE

Threaded Bolt

Cotter Pin

Nut

Lock Washer

Washer

Detail 1

Washer

Lock Washer

Nut

Cotter Pin

Threaded Bolt

Clamp Assembly Alt. 3



Detail 2

Detail 2 Detail 3

(Typical)

Detail 3

Washer

Lock Washer

Nut

Cotter Pin

Threaded Bolt

(Typical)

Detail 1

(Typical)

Detail 1

3/20/2017

ClAMP ASSEMBLY SPECIFCATIONS

GALVANIZING- ASTM A153

U- BOLTS- MINIMUM ASTM A36

ASTM A449, OR ASTM A490

A325,

BOLTS (EXCEPT U- BOLTS)- HIGH STRENGTH ASTM

(GRADE 50)

CLAMP/CLEVIS- ASTM A36 (GRADE 36)/ASTM A572

MATERIALS:

THIS STANDARD.

TO SECTION 835.07.01 AND THE DRAWINGS SHOWN ON

BRIDGES (2002). CLAMP ASSEMBLIES SHALL CONFORM

AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY

AFOREMENTIONED CODE SHALL BE OBTAINED FROM THE

ADDITIONAL DESIGN PROVISIONS NOT ADDRESSED IN THE

AND TRAFFIC SIGNALS, SIXTH EDITION 2013.

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES

TO THE AASHTO STANDARD SPECIFICATIONS FOR

CLAMP ASSEMBLIES MUST BE DESIGNED IN ACCORDANCE

CONDUIT.

/DIRECTION OF SPARE

CARVED LOCATION

INTEGRITY.

BE INSTALLED FOR STRUCTURAL

BEND, THE METAL TEMPLATE SHALL

IF ANCHOR BOLTS ARE HEADED NOT

WHOLE LENGTH OF THE SPAN.

INSTALLED ACROSS THE

THE CABLE RINGS SHALL BE

RINGS - 18" MAX. SPACING.

3" GALVANIZED CABLE

INCIDENTAL TO THE PROJECT.

OR APPROVAL EQUAL. THIS SHALL BE

MC53FL PRESSURE SENSTIVE ADHESIVE

POLYCARBONATE MATERIAL, AND WITH

.007 THICKNESS, WITH UV WHITE

PLY695 PREM STYLEMARK LABEL WITH

THE STICKER SHALL BE METALCRAFT

INSTALL 3" FROM THE TOP OF THE DOOR.

A 4" BY 6" ARC FLASH WARNING STICKER

THE STEEL STRAIN DOOR SHALL HAVE

NOTE:

FOR EACH SIGNAL HEAD.

TO PREVENT WATER ACCESS TO WEATHERHEADS

PROVIDE 2 FOOT COIL IN SIGNAL CABLES

CONDUIT.

/DIRECTION OF THE SPARE

TO SHOW THE LOCATION

ON THE TOP OF THE BASE

ARROW SHALL BE ETCHED

CAPPED AT BOTH ENDS. AN

END BELL BUSHING AND

CONDUIT; STUBBED OUT WITH

1�" SPARE SCHEDULE 80 PVC

AT BOTH ENDS.

END BELL BUSHING AND CAPPED

CONDUIT; STUBBED OUT WITH

1�" SPARE SHEDULE 80 PVC

SHOWN ON THE CONTROLLER CABINET DETAIL SHEET.

UNDERGROUND SERVICE WIRES SHALL BE INSTALLED IN 1" RIGID STEEL CONDUIT AS

FLEXIBLE CONDUIT.

RIGID STEEL CONDUIT WITH WEATHERHEAD, OR ON THE INSIDE THE STEEL STRAIN POLE IN

OVERHEAD SERVICE WIRES SHALL BE INSTALLED ON THE EXTERIOR OF THE POLE IN A 1"

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION.

FOR POLE BASE DEPTH SEE CHART IN SECTION 723 OF THE KENTUCKY STANDARD

CONCRETE PAD, AND THEY CANNOT EXCEED THE 6 INCH HEIGHT.

ALL CONDUITS SHALL BE INSTALLED BETWEEN 4 TO 6 INCHES ABOVE THE

BASE.

PROVIDING A MINIMUM OF 24 INCHES OF CONDUIT PAST THE EDGE OF THE CONCRETE POLE

INSTALLED IN THE POLE BASE ARE INCIDENTAL TO BID ITEM "23157EN". THIS INCLUDES

ALL CONDUITS USED FOR THE TELEPHONE, GROUNDING, SPARE, AND SERVICE THAT ARE

NOTES:

OF POLE

TO METER BASE ON EXTERIOR

FEEDS, USE 1" RIGID STEEL CONDUIT

FOR UNDERGROUND SERVICE

USE �" SCHEDULE 80 PVC

GROUNDING (OPTIONAL),

FOR EXTERIOR SERVICE

THE FOLLOWING CONDITIONS:

USED FOR EITHER OR BOTH OF

EXTERIOR CONDUIT MAY BE

GROUNDING CONDUCTOR

BUSHING FOR POLE



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POLE BASE/SIGNAL HEAD DETAILS

MARKING

24"

CKT #1

LIGHTING

AB

C

E

F

DTYPE A

TYPE B

TYPE C

A B C D E F

2"

3"

23"

18"

36"

11"

14"

24"

12"

27"

30"

20"

25"

38"

13"

15"

26"

JUNCTION BOX DIMENSIONS (NOMINAL)

CONCRETE CABLE MARKERS

FINISHED GRADE

WARNING TAPE

DUCTED CABLE

18"

6"-10"

6" 4"

8"

#2#6

CKT

LIGHTING

#2#6

MINIMUM

FOUR (4) SCREWS

GASKET

WEATHER RESISTANT

COVER PLATE WITH

AND WARNING TAPE TRENCH

CONDUIT, DUCTED CABLE,

1�" *

NOTE: STACKABLE BOXES ARE PERMITTED

* MINIMUM

BACKFILL

TO THE SATISFACTION OF THE ENGINEER,

LIFTS AND RETORE DISTURBED AREA

COMPACT BACKFILL IN 9" MAXIMUM

CONTRACTOR SHALL PLACE AND

DUCTED CABLE ARE MINIMUMS.

DEPTHS SHOWN FOR CONDUIT AND

CONDUIT

24"

24"

4"

SUB-BASE SUB-BASE24" MIN.

24" MIN. 24" MIN.

CONDUIT INSTALLATION UNDER EXISTING PAVEMENT DETAIL

RIGID STEEL CONDUIT

4"

COPPER CONDUCTOR

4 AWG SOLID BARE

(TYP.)

BUSHING

GROUNDING

CAPPED ON BOTH ENDS

TEST/PIPE PLUG (FOR SPARE CONDUITS)

TEST/PIPE PLUG(FOR SPARE CONDUITS) AND GROUNDING DETAIL

FINISHED GRADE

ITEMS 4811, 20391NS835, OR 20392NS835.

THE FABRIC. THE FABRIC SHALL BE INCIDENTAL TO BID

ALLOW PASSAGE OF EACH INDIVIDUAL CONDUIT THROUGH

SHALL BE "X CUT" ONLY AS MUCH AS NECESSARY TO

LOCATIONS WHERE CONDUITS ENTER THE BOX, THE FABRIC

TO THE EXTERIOR OF THE BOX WITH ADHESIVE. ANY

JUNCTION BOX AND SHALL BE CONTINUOUSLY ADHERED

FABRIC SHALL EXTEND TO JUST BELOW THE LIP OF THE

GEOTEXTILE FILTER FABRIC TYPE IV IN THE HOLE. THE

AND JUNCTION BOX, THE CONTRACTOR SHALL INSTALL

BEFORE THE INSTALLATION OF THE #57 AGGREGATE

NO. 57 AGGREGATE

GRADATION SIZE

C

JUNCTION BOX

12"

BUSHINGS

EARTH

4" FROM BOTTOM OF BOX

CONDUIT SHALL BE EXPOSED

CONDUCTOR INSTALLATIONS-

F

FINISHED GRADE

FIBER FABRIC TYPE IV

ABOVE GROUND BOX

THE BOX.

FOR CABLES ENTERING AND EXITING

CABLE CLAMPS SHALL BE PROVIDED

THE PLATE COVER TO THE BOX.

OF FOUR SCREWS FOR ATTACHING

RESISTANT GASKET AND A MINIMUM

PLATE COVER WITH A WEATHER

AND SHALL BE PROVIDED WITH A

BOXES SHALL HAVE NO KNOCKOUTS

GALVANIZED AFTER FABRICATION.

FROM MINIMUM 12 GAUGE STEEL AND

ABOVE GROUND BOX SHALL BE FABRICATED

NO. 57 AGGREGATE

GRADATION SIZE

C

JUNCTION BOX

12"

BUSHINGS

EARTH

F

FINISHED GRADE


roadway

under

24"

roadway

not under

18"

JUNCTION BOX LID.

FROM THE BOTTOM OF THE

SHALL BE AT LEAST 8 INCHES

FROM BOTTOM OF BOX AND

CONDUIT SHALL BE EXPOSED

CONDUCTOR INSTALLATIONS

CONVENTIONAL LIGHTING

JUNCTION BOX INSTALLATION FOR

NO. 57 AGGREGATE

GRADATION SIZE

C

JUNCTION BOX

12"

BUSHINGSEARTH

F


roadway

under

24"

DUCTED CABLE

BOTTOM

9" OR 12" FROM

BOTTOM

3" OR 6" FROM

BOTTOM

3" OR 6" FROM

FINISHED GRADE

HIGHMAST LIGHTING


18"

TRAFFIC SIGNALS


BOX.

OF THE JUNCTION

4 " FROM THE SIDE

EXTENDED AT LEAST

CONDUITS SHALL BE

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

A MINIMUM OF 24" PAST THE EDGE OF SUB-BASE

DISTURBING PAVEMENT. CONDUIT SHALL EXTEND

CONDUIT MUST BE INSTALLED WITHOUT

ROADWAY’ IS INCLUDED AS A BID ITEM,

REQUIRED BY CODE. UNLESS ’OPEN CUT

2" RIGID STEEL CONDUIT MINIMUM OR AS

3/13/2017

TRAFFIC SIGNAL AND

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ROADWAY LIGHTING

JUNCTION BOX AND CONDUIT DETAILS

18"

LB CONDULET

PROPOSED

(SIZE AS SPECIFIED)

PROPOSED R.S. CONDUIT

EX. GROUND LINE

AND CONDUITS

EX. POLE, POLE BASE

EX. CONCRETE BASE

EX. GROUND LINE

45° - 60° BEND

EX. CABINET

AND RE-CONNECTED AFTER INSTALLING CONDUIT

LABELED WITH PERMANENT NON-FADING LABELS

THIS OPERATION, SAID WIRES SHALL BE NEATLY

IF ANY CABINET WIRING MUST BE DISCONNECTED FOR

EX. GROUND WIRE)

(CONNECT TO

BONDING BUSHING

18"

CONDUIT INSTALLATION IN EX. CABINET BASE

CONDUIT INSTALLATION IN EX. POLE BASE

2" MIN

BARE COPPER TO EX. GROUND LUG IN POLE

GROUNDING LUG AND CONNECT 4 AWG SOLID

INSTALL ELBOW OR BEND CONDUIT. INSTALL

WITH GROUT AFTER CONDUIT IS INSTALLED

THE SPACE BETWEEN THE CONDUIT AND BASE

FOR THE CONDUIT. THE CONTRACTOR SHALL FILL

AND CHIPPING OUT THE BASE OR DRILLING A HOLE

CONDUIT MAY BE INSTALLED BY SAWING A SLOT

FLUSH WITH EX. POLE BASE

INSTALL CONDUIT RISER

3/10/2017

COMPACTED IF NEEDED

1�" ASPHALT SURFACE

1�"

9"

3"SAW CUT

UNDISTURBED EARTH6" MIN

3" MIN

OPEN CUT PAVEMENT DETAIL

24" MIN

SCHEDULE 80 PVC CONDUIT

FLOWABLE FILL

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CONDUIT INSTALLATIONS IN

EXISTING LOCATIONS

304

+00

302

+00

303

+00

51+00

50+00


(HU

RS

TB

OU

RN

E P

AR

KW

AY)

KY 17

47

0’ 40’ 80’20’

L1A

L1B

L3A

L3B

L4A

L4B

L5A

L5B

L7A

L7B

L8A

L8B

1

1

3

3

4

4

5

5

7

7

8

8

6X30

6X30

6X30

6X30

6X30

6X30

6X30

6X30

6X30

6X30

6X30

6X30

2

2

2

2

2

2

2

2

2

2

2

2

I1

I1

I5

I5

I6

I6

J1

J1

J5

J5

J6

J6

1

2

1

2

1

2

1

2

1

2

1

2

LOOP PHASE SLOT CHANNEL SIZE

0’

0’

0’

0’

0’

0’

0’

0’

0’

0’

0’

0’

STOP BAR

DIST. FROM# OF

TURNS

LOOP SCHEDULE

LEGEND

STEEL STRAIN POLE

SIGNAL HEAD

PEDESTRIAN HEAD

PEDESTRIAN DETECTOR

LOOP DETECTOR

BASE MOUNTED CONTROLLER

A

D

B9

(UNLESS OTHERWISE NOTED)

1�" RIGID STEEL CONDUIT

STEEL STRAIN POLES

POLE SPAN SAGHEIGHT CALC. SERV. MOMENTATT. HT.

222.15

226.55

197.18

208.17

5%

5%

5%

5%

A

B

C

D 32

32

32

A-B

A-D

B-A

B-C

C-B

C-D

D-A

D-C

33

29.5

30

27.5

29.5

30

34

28.5

29

VS

ON

O

T

EL

CT

RC

A

BR

AN

DF

RA

FF

EL

ASSEMBLIES TO THE DIVISION OF TRAFFIC OPERATIONS FOR APPROVAL.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE REPLACEMENT

SPECIFICATIONS STATED ON THE POLE BASE/SIGNAL HEAD DETAILS. THE

CONTRACTOR SUPPLIED CLAMP ASSEMBLIES SHALL CONFORM TO THE

INCIDENTAL TO THE INSTALLATION OF THE STEEL STRAIN POLE.

INSTALLATION. CONTRACTOR SUPPLIED CLAMP ASSEMBLIES SHALL BE

REPLACEMENT CLAMP ASSEMBLIES THAT WILL FACILITATE THE

FROM THE TOP OF THE POLE, THE CONTRACTOR SHALL PROVIDE

THE CLAMP ASSEMBLIES’ ATTACHMENT LOCATIONS ARE MORE THAN 2 FEET

ATTACHMENTS BASED ON THE PRELIMINARY DESIGN OF THE POLES. IF

THE CABINET SHALL SUPPLY CLAMP ASSEMBLIES FOR MESSENGER CABLE

R

Y

G

R

Y

G

R

Y Y

G G

SIGNAL HEADS

ALL INDICATIONS L.E.D.

PEDESTRIAN SIGNALS

ALL COUNTDOWN

HEAD # OL

7A, 7B5A, 5B,3A, 3B,1A, 1B,HEAD #

8A, 8B6A, 6B,4A, 4B,2A, 2B,HEAD #

ALL 6 X 30 FOOT LOOPS SHALL BE QUADRA-POLE

ALL SIGNAL HEADS SHALL HAVE REFLECTIVE BACKPLATES

JUNCTION BOX TYPE B

ALL MESSENGER IS 15,400 LB

1-#14/5C CONTROLLER S.H. 1A & 1B

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

1-#14/5C

2-#14/5C

1-#14/5C

1-#14/5C

2-#14/5C

2-#14/1-PAIR

4-#14/1-PAIR

2-#14/1-PAIR

4-#14/1-PAIR

1-#14/7C

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

CONTROLLER

S.H. 1A

S.H. 3A

S.H. 4B

S.H. 5B

S.H. 6A

S.H. 7B

S.H. 8A

POLE A

POST A

PEDESTAL B

POLE C

POST C

PEDESTAL D

JB B1

JB B2

JB B3

JB B4

OL

S.H. 2A & 2B

S.H. 3A & 3B

S.H. 4A & 4B

S.H. 5A & 5B

S.H. 6A, & 6B

S.H. 7A & 7B

S.H. 8A & 8B

P.H. 8A & 6B

2 PED BUTTONS

P.H. 2A & 8B & 2 PED BUTTONS

P.H. 4A & 2B

2 PED BUTTONS

P.H. 6A & 4B & 2 PED BUTTONS

L1A & L1B

L3A, L3B, L8A, & L8B

L5A & L5B

L7A, L7B, L4A, & L4B

OL

S.H. 2B

CABLE ORIGIN ENDING CONNECTING

WIRING SCHEDULE

LOOP LEAD-INS INSIDE JB "B1"

SPLICE LOOP WIRES TO TWO 1-PAIR

FROM EDGE OF PAVEMENT TO JB "B1"

INSTALL 1 - 1" RIGID STEEL CONDUIT

INSTALL JUNCTION BOX "B1"

INSTALL 2 PED DETECTORS ON POST "A"

INSTALL 2 PED HEADS ON POLE "A"

FROM POLE "A" TO JB "B1"

INSTALL 1- 1 1/4" PVC CONDUIT

FROM POLE "A" TO POST "A"

INSTALL 1- 1 1/4" PVC CONDUIT

FROM CONTROLLER TO POLE "A"

INSTALL 4- 2" PVC CONDUIT

SHOWN ON THE SPECIFICATION SHEETS

SUPPLY, AND CABLING ON CABINET AS

INSTALL ROUTER, ANTENNA, POWER

MODEL 332 BASE MOUNT CABINET

INSTALL TYPE 170 CONTROLLER IN

INSTALL PEDESTRIAN POST "A"

STA. 302+55.6, 59.2’ LT.

INSTALL STEEL STRAIN POLE "A" AT

SPAN MOUNTED SIGN

PEDESTAL POLE / POST

Coordinates for horizontal control were obtained from GPS methods

and adjusted to the National NAD83/FBN System.

Coordinates are based on State Plane Coordinate System Single Zone and

in U.S. Survey Feet.

COORDINATE SYSTEM

DISTRICT TRAFFIC ENGINEER TO ARRANGE TO PICK UP SIGNS.

DISTRICT WILL SUPPLY SPAN MOUNTED SIGNS. CONTACT

WORK BEING PERFORMED.

OPERATIONS TO VERIFY POLE CALCULATIONS PRIOR TO ANY

PROVIDED TO CENTRAL OFFICE DIVISION OF TRAFFIC

ANY WORK BEING PERFORMED. FINAL LOCATIONS SHALL BE

WITH ENGINEER AND LOCAL UTILITY COMPANIES PRIOR TO

CONTRACTOR SHALL VERIFY FINAL POLE LOCATION

SEWER, ETC.)

CONDUIT CROSSES UTILITIES (TELEPHONE, GAS, WATER,

CONSTRUCTION. HAND DIG AREAS WHERE POLES OR

AND ALL UTILITY COMPANIES PRIOR TO BEGINNING

THE CONTRACTOR SHALL C0NTACT DISTRICT UTILITY AGENT

NOTE:

R3-4

D3-1

D3-1

R10-7

TURN" SIGN

"DELAYED LEFT


SPLICE LOOP WIRES TO TWO 1-PAIR




INSTALL 2 PED DETECTORS ON POST "C"

INSTALL 2 PED HEADS ON POLE "C"

FROM POLE "C" TO JB "B3"


FROM POLE "C" TO POST "C"


INSTALL PEDESTRIAN POST "C"

STA. 303+90.5, 61.6’ RT.

INSTALL STEEL STRAIN POLE "C" AT


SPLICE LOOP WIRES TO FOUR 1-PAIR




ON PEDESTAL "B"

INSTALL 2 PED HEADS & 2 PED DETECTORS

FROM POLE "B" TO JB "B2"


FROM POLE "B" TO PEDESTAL "B"


INSTALL PEDESTRIAN PEDESTAL "B"

STA. 304+10.9, 54.6’ LT.

INSTALL STEEL STRAIN POLE "B" AT


SPLICE LOOP WIRES TO FOUR 1-PAIR




ON PEDESTAL "D"

INSTALL 2 PED HEADS & 2 PED DETECTORS

FROM POLE "D" TO JB "B4"


FROM POLE "D" TO PEDESTAL "D"


INSTALL PEDESTRIAN PEDESTAL "D"

STA. 302+54.0, 59.5’ RT.

INSTALL STEEL STRAIN POLE "D" AT

KY 155 (TAYLORSVILLE RD) AT

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KY 1747 (HURSTBOURNE PKWY)

SIGNAL PLAN SHEET 40’SCALE: 1"=

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6B

2B

2A

4A

6A

8A

8B

8A

3B

3A

1A1B6A6B

5A 5B 2A 2B

4A

7B

4B

7A

4B

8B

8B

8A

3B

3A

5A 5B

1B 1A

4A

7B

7A

4B

B2

B3

B4 B1

OL

AB

CD

A

DC

B

SIGNING SPECIFICATION SHEET

SCOPE OF WORK

SIGN MATERIALS

STEEL POSTS:

SHEET.

PLACEMENT OF POST CLIP SHALL BE AS SHOWN ON THE SIGNING MISCELLANEOUS DETAIL

SIGNS TO THEIR SUPPORTS SHALL BE AS RECOMMENDED BY THE PANEL MANUFACTURER.

ALL HARDWARE FOR THE ASSEMBLY OF PANEL SIGNS AND THE ATTACHMENT OF THESE

IN ACCORDANCE WITH ASTM B-776 AND ASTM A-307.

ALL HARDWARE FOR THE ERECTION OF SHEETING SIGNS SHALL BE CADMIUM PLATED STEEL

HARDWARE:

WITH MANUFACTURER’S SPECIFICATIONS AND/OR RECOMMENDATIONS.

ALL RETROREFLECTIVE MATERIALS SHALL BE FABRICATED AND ASSEMBLED IN ACCORDANCE

LETTERS, SYMBOLS, AND BORDERS:

SIGNING SPECIFICATION NOTES

TO THE WORK DESCRIBED HEREIN:

THE FOLLOWING PUBLICATIONS ARE APPLICABLE

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

ALL STEEL POSTS SHALL MEET THE REQUIREMENTS OF SECTION 832 OF THE STANDARD

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SIGN SUBSTRATES

SHEETING SIGN DETAIL SHEET.

INSTALLATION PROCEDURES AND BRACING REQUIREMENTS ARE DETAILED ON THE

TYPE II POST SHALL BE STANDARD INSTALLATION IN SOIL WITH A SOIL STABILIZER.

MISCELLANEOUS

VISIBILITY OF SIGNS, SHALL BE INCIDENTAL TO THE CONTRACT.

CLEARING AND GRUBBING, AND TREE TRIMMING, WHEN REQUIRED FOR CONSTRUCTION OR

DEPARTMENT.

SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

SHEET METAL COVERS. ANY SIGNS THAT ARE DAMAGED AS A RESULT OF COVERING

USED SUCCESSFULLY FOR LIMITED PERIODS. DO NOT USE TAPE, PAPER, PLASTIC, OR

ARE FOLDED OVER THE SIGN EDGES AND SECURED AT THE BACK OF THE SIGN HAVE BEEN

TO MOISTURE, SUNLIGHT, ETC. POROUS CLOTH OR GEOTEXTILE FABRIC COVERS WHICH

COVERINGS MAY CAUSE PERMANENT DAMAGE TO THE SIGN FACE FOLLOWING EXPOSURE

COVER THE SIGN FACE TEMPORARILY FOLLOWING ERECTION, USE CAUTION SINCE SOME

SIGN COVERING IS NOT RECOMMENDED. HOWEVER, IF IT IS ABSOLUTELY NECESSARY TO

AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE DEPARTMENT.

ANY AREA DISTURBED SHALL BE SIDE GRADED TO THE EXISTING SLOPES AND RESEEDED

APPLY COPY IN A WORKMANLIKE MANNER.

DIAMETER OF 3/16 INCH, AND THE LENGTH SHALL BE AS NECESSARY TO PROPERLY

PANEL OVERLAY SECTIONS SHALL BE AFFIXED WITH A "POP" RIVET WITH A MINIMUM

GROUND-MOUNTED SIGN SUPPORTS

GENERAL:

NOTED ON THE PLANS.

PLANS. NEW SIGNS ARE TO BE INSTALLED AT EXISTING LOCATIONS UNLESS OTHERWISE

COMPLETED SIGNS AS INDICATED AT LOCATIONS DESCRIBED ELSEWHERE IN THESE

TO FURNISH, FABRICATE AND ERECT IN PLACE ALL MATERIALS NECESSARY TO FORM

BEHIND GUARDRAIL.

SHALL BE REMOVED AND REPLACED WITH TYPE I OR TYPE II POSTS, UNLESS THEY ARE LOCATED

REQUIRED BASE EMBEDMENT. EXISTING I-BEAMS ON WHICH SHEETING SIGNS ARE ATTACHED

AND POSTS SHALL BE OF SUFFICIENT LENGTHS TO EXTEND FROM THE TOP OF THE SIGN TO THE

ALL SIGNS SHALL BE POSITIONED AS SHOWN ON THE POSITIONING DETAIL SHEET. ALL BEAMS

CONCRETE BASES

SHOWN ELSEWHERE IN THESE PLANS.

ALL CONCRETE BASES SHALL BE OF CLASS "A" CONCRETE FOR SIGNS AND SHALL BE AS

COST OF CLASS "A" CONCRETE FOR SIGNS.

EXCAVATION NECESSARY TO CONSTRUCT BASES AND FOOTINGS IS INCIDENTAL TO THE

SAMPLES, TESTING, ETC.

DIVISION OF CONSTRUCTION AND APPROVED PRIOR TO ERECTION.

DIFFERENT GAUGE OF ALUMINUM OR STEEL SHEETING USED MUST BE SUBMITTED TO THE

OF ALL MATERIALS TO BE USED. MILL TEST REPORTS FOR BEAMS, STEEL PANELS, AND EACH

ENGINEER DRAWINGS, DESCRIPTIONS, MANUFACTURER’S CUTS ETC. FOR WRITTEN APPROVAL

BEFORE BEGINNING INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE PROJECT

DUPLICATE SIGNS SHALL NOT BE DISPLAYED DURING THE CONSTRUCTION OF THIS PROJECT.

SHEETING SIGNS (D1-1, D1-2, D1-3) EQUAL TO OR LESS THAN 72" X 42" REQUIRE TWO TYPE I OR

TYPE II POSTS.

THE HORIZONTAL CLEARANCE "X" ON ALL THE SHEETING SIGNS SHOULD BE A MINIMUM OF

6’ FROM THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN OR A MINIMUM OF 12’ FROM

THE EDGE OF THE SIGN TO THE EDGE OF THE TRAVELLED WAY AS SHOWN IN THE SIGNING

POSITIONING DETAIL SHEET.

IF ANY SIGN IS LOCATED NEAR A LUMINAIRE OR ANOTHER POLE, IT SHALL BE INSTALLED IN

ADVANCE OF THE POLE SO THAT THE MOTORISTS VIEW OF THE SIGN WILL NOT BE OBSTRUCTED.

SIGNS THAT DO NOT COMPLY WITH THE MUTCD SHALL BE REMOVED BY THE CONTRACTOR AS

APPROVED AND DIRECTED BY THE ENGINEER.

SPACING BETWEEN SIGNS.

EACH OTHER, THE POSTS SHALL BE SPACED TO PROVIDE APPROXIMATELY SIX INCHES (6") OF

ON SHEETING SIGNS WHERE THERE ARE MORE THAN ONE SIGN ASSEMBLY MOUNTED BESIDE

THE PROJECT.

THE COST FOR REMOVING EXISTING PANEL SIGNS SHALL BE INCIDENTAL TO THE COST OF

ADMINISTRATION

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) -- FEDERAL HIGHWAY

STANDARD HIGHWAY SIGNS AND MARKINGS (CURRENT EDITION) -- FEDERAL HIGHWAY ADMINISTRATION

CONSTRUCTION (CURRENT EDITION)

KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION) AND THESE PLANS.

SIGN SUBSTRATES SHALL CONFORM TO SECTION 833 OF KENTUCKY’S STANDARD

PANEL SIGNS SHALL BE LABELED AS P-#. SHEETING SIGNS SHALL BE LABELED AS S-#.

SIGN SHEETING:

ON THE DEPARTMENT’S LIST OF APPROVED MATERIALS SHALL BE USED.

FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION) AND THESE PLANS. ONLY SHEETING

SIGN SHEETING SHALL CONFORM TO SECTION 830 OF KENTUCKY’S STANDARD SPECIFICATIONS

MATERIALS SHALL BE USED. BRACING, IF REQUIRED, SHALL BE INCIDENTAL TO TYPE I POST.

ONLY BREAKAWAY TYPE "D" POST SYSTEMS ON THE DEPARTMENT’S LIST OF APPROVED

STABILIZER, OR TYPE "D" (BREAKAWAY SIGN POST SUPPORT SYSTEM INSTALLATION).

TYPE I STEEL POSTS SHALL BE EITHER STANDARD INSTALLATION IN SOIL, WITH SOIL

BEAMS:

RESOLUTION.

BEAM LENGTHS, WITH ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER FOR

MEASUREMENTS AT EACH SIGN LOCATION AND CROSS SECTIONS SHALL BE DEVELOPED TO VERIFY

THESE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL TAKE FIELD

BE INDICATED FOR EACH PANEL SIGN ON THE SIGN DETAIL SHEETS. BEAM LENGTHS INCLUDED IN

LIST OF APPROVED MATERIALS SHALL BE USED. THE TYPE AND SIZE OF BEAM TO BE USED SHALL

FOR "C" BEAM SHEET. ONLY BREAKAWY (TYPE "C") BEAM SUPPORT SYSTEMS ON THE DEPARTMENT’S

DETAIL SHEET, AND THE TYPE "C" BEAMS ARE SHOWN ON THE BREAKAWAY SIGN SUPPORT SYSTEM

SIGN POST SUPPORT SYSTEM INSTALLATION). TYPE "A" BEAMS ARE SHOWN ON THE PANEL SIGN

ALL BEAMS SHALL BE EITHER TYPE "A" (STANDARD BEAM INSTALLATION) OR TYPE "C" (BREAKAWAY

USING TYPE III OR TYPE IV SHEETING.

ALL OTHER PERMANENT SIGNS (INCLUDING THE BACKGROUNDS OF PANEL SIGNS) SHALL BE FABRICATED

SIGNS LISTED ABOVE

- SUPPLEMENTAL PLAQUES TO ANY OF THE PREVIOUSLY LISTED FLUORESCENT YELLOW-GREEN

SIGNS

- IN-STREET PEDESTRIAN CROSSING (R1-6) SIGNS AND OVERHEAD PEDESTRIAN CROSSING (R1-9)

PLAQUES THAT SUPPLEMENT PEDESTRIAN WARNING SIGNS

- PEDESTRIAN WARNING (W11-2) SIGNS AND DIAGONAL DOWNWARD POINTING ARROW (W16-7P)

(W16-1P) PLAQUES AND DIAGONAL DOWNWARD POINTING ARROW (W16-7P) PLAQUES

- BICYCLE WARNING (W11-1) SIGNS AND ANY SUPPLEMENTAL PLAQUES, SUCH AS "SHARE THE ROAD"

WARNING SIGNS THAT ARE NOT INCLUDED IN THE MUTCD

SIGNS SHOWN IN FIGURES 7B-1 AND 7B-6 OF THE MUTCD AND OTHER SCHOOL-RELATED

- SCHOOL AND SCHOOL BUS WARNING SIGNS, INCLUDING THE FLUORESCENT YELLOW-GREEN

THE FOLLOWING SIGNS SHALL BE FABRICATED USING TYPE IX FLUORESCENT YELLOW-GREEN SHEETING:

- ALL ADVISORY SPEED (W13-1P) PLAQUES

FIGURE 2C-1 OF THE MUTCD

- HORIZONTAL ALIGNMENT SIGNS AND PLAQUES, INCLUDING THE SIGNS SHOWN IN

THE FOLLOWING SIGNS SHALL BE FABRICATED USING TYPE IX FLUORESCENT SHEETING:

- WRONG WAY (R5-1A) SIGNS

- DO NOT ENTER (R5-1) SIGNS

- YIELD (R1-2) SIGNS

- ALL WAY (R-13P) SIGNS

- STOP (R1-1) SIGNS

- WHITE SIGN LEGENDS (INCLUDING ROUTE MARKERS) ON PANEL SIGNS

THE FOLLOWING SIGNS AND SIGN COMPONENTS SHALL BE FABRICATED USING TYPE IX SHEETING:

FONTS:

WILL NOT BE REQUIRED.

CONCRETE. THE COST SHALL BE INCIDENTAL TO STEEL POST, AND SOIL STABILIZERS

SHALL DRILL HOLES OF THE REQUIRED DEPTH INTO THE ROCK AND BACKFILL WITH

LINE AS SHOWN. HOWEVER, IF SOLID ROCK IS ENCOUNTERED, THE CONTRACTOR

TYPE I AND II STEEL POSTS IN SOIL SHALL BE DRIVEN 32" TO 34" BELOW THE GROUND

STANDARD ALPHABETS SHALL BE USED FOR ALL LEGENDS ON PANEL GUIDE SIGNS.

05-9008.00 JEFFERSON

MILEPOST MARKERS

THE CURRENT PROJECT SIGNING PLAN DETAIL SHEETS.

SHOWN ON THE SIGNING PLANS MUST BE INSTALLED. FOR SIGN SIZES AND SPECIFICATIONS, SEE

BE INCIDENTAL TO THE PROJECT. IN ADDITION TO REPLACING ALL EXISTING SIGNS, ALL SIGNS

CONFORM TO THE SIGNING PLANS AND SPECIFICATIONS, AND ALL HARDWARE REQUIRED, SHALL

REMOVING EXISTING SHEETING SIGNS AND POSTS,RELOCATING EXISTING SIGNS AND POSTS TO

SIGNS AND POSTS SHALL CONFORM TO CURRENT STANDARDS/SPECIFICATIONS. THE COST FOR

GIVEN ON THE SIGNING POSITIONING DETAIL SHEET.

ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). ADDTIONAL REQUIREMENTS ARE

MILEPOST MARKERS SHALL CONFORM TO THE GENERAL REQUIREMENTS SET FORTH IN THE MANUAL

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NUMBERS:

PROJECT

COUNTY OF


DESIGNED BY:

DATE SUBMITTED:

STANTEC

JEFFERSON

FD52 1550 C056 E143

9037001 D

WITH SOIL STABILIZER

SQUARE TUBING POST

TYPE I

WITH SOIL STABILIZER

CHANNEL POST

TYPE II

SOIL STABILIZER

SOIL STABILIZER DETAIL

SOIL STABILIZER

FOR TYPE I POST

SOIL STABILIZER DETAIL

GROUND LINE

4" MAXIMUM

2" RECOMMEND

NOT TO SCALE NOT TO SCALE

TYPE II CHANNEL POST

TYPE I -SQUARE TUBING OR

PLAN VIEWPLAN VIEW

3’

W

O

L

F

C

F

F

A

R

T

I

6" - 8" MAXIMUM

GROUND LINE

PLAN VIEW

NOT TO SCALE

2"x2" TYPE I POST

CORNER BOLT

MEDIUM

5/16" (2.5" L)

& NUT

FLANGED SHOULDER BOLT

GRADE 8

STRAIGHT 3/8"-16 x 3"

TYPE 1 ANCHOR

2.25" x 2.25" x 3’

TRAFFIC FLOW

ON BACKSIDE OF POST FROM

INSTALL SOIL STABILIZING PLATE

NOT EMBEDDED IN CONCRETE,

FOR SIGN INSTALLATIONS

HOLES ARE 1" ON CENTER

32" - 34"

32" - 34"

W

O

L

F

C

F

F

A

R

T

I

ADDED HOLE IN SOIL PLATE

B/2

B

B/2

A

A B C D E

30" 24" 11" 11" 12D6"

45" 36" 18D9" 16.5"16.5"

1�"R

C

DE

M1-5 (3 OR 4 DIGIT)

12B

18B

FONT

3 DIGIT 4 DIGIT

CONVENTIONAL

FREEWAYEXPRESSWAY/

OR FULL CONTROL OF ACCESS

AS A DIVIDED HIGHWAY WITH PARTIAL

NOTE: EXPRESSWAY/FREEWAY DEFINED

TYPE MAY BE MADE TO ENSURE VISUAL ACUITY

ADJUSTMENTS TO THE DIGIT LAYOUT AND/OR FONT

NOTE: FOR ROUTE MARKERS, IF NECESSARY,

SHEETING SIGN DETAIL

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MESSAGES SPECIFICATION SIDE OF

ROAD TRAVELING

1

SIGN LOCATION

FACING TRAFFIC

SIZES

IN INCHES

HORIZ. VERT.AT STATION (APPROXIMATE)ON ROAD

NUMBER

ASSEMBLY

SIGN/SIGN

SPECIAL NOTES:

SHEETING SIGN DETAIL SHEET SCALE: NTS


ROAD TRAVELING

1

SIGN LOCATION

FACING TRAFFIC

SIZES

IN INCHES


S-1

NUMBER

ASSEMBLY

SIGN/SIGN

155

155

R3-4

R3-4

R3-4

R2-1

R1-1

R1-1

R3-2

R4-7

R1-2

R1-2

R1-2

R1-2

M3-1

M1-5

M1-5

M6-4

3636

30 36

36 36

36 36

24 24

24 30

36 36

36 36

36 36

36 36

24 12

30 24

30 24

21 15

30 36

30 36

30 36

36 36

LT

LT

LT

LT

LT

LT

RT

LT

LT

LT

RT

RT

RT

RT

LT

LT

LT

295+40TAYLORSVILLEEBMED

295+40TAYLORSVILLEWBMED

297+96TAYLORSVILLEWB

298+47WB TAYLORSVILLE

298+78

298+70WB TAYLORSVILLE

TAYLORSVILLEWB

300+58

300+58

TAYLORSVILLE

TAYLORSVILLEWB

WB

302+36

302+61

304+23

304+48

TAYLORSVILLE

TAYLORSVILLE

TAYLORSVILLE

TAYLORSVILLE

EB

EB

EB

EB

50+52

50+52HURSTBOURNE

HURSTBOURNE

SB

SB



57+14HURSTBOURNESB

57+55

57+55

HURSTBOURNE

HURSTBOURNE

NB

SB

MED

MED

58+05HURSTBOURNENB

HURSTBOURNESB 60+03

S-3

S-7

S-14

S-19S-8S-4

S-13S-12S-11S-10

S-17S-16S-2

05-9008.00JEFFERSON

36 36

36 36

R3-5(R)

R3-5(R)

R3-5(R)

R3-7(R)

30 24 M1-5

21 15 M6-4

155

174730 24 M1-5

21 15 M6-3

LT 305+61TAYLORSVILLEWB

S-20

S-21

LT 305+61TAYLORSVILLEWB

T12

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T01200

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DG

NFI

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ME:

4.

3.

2.

1.

POSTS SHALL BE 2" X 2", 12 GAUGE

SHEETING SIGNS SHALL BE MOUNTED ON TYPE I POST USING STANDARD INSTALLATION IN SOIL, WITH SOIL STABLIZER. SEE THE SHEETING SIGN DETAIL SHEETS.

SHEETING SIGNS SHALL BE FABRICATED FROM 0.125 GAUGE MATERIAL IF ANY DIMENSION IS GREATER THAN 36" (THIRTY-SIX INCHES), OTHERWISE 0.080 GAUGE MATERIAL SHALL BE USED.

THE COLORS SHALL BE AS SHOWN IN THE "MANUAL ON UNIFORM TRAFFFIC CONTROL DEVICES" AND "STANDARD HIGHWAY SIGNS".

R3-224 24

S-18S-15S-5

S-9S-6

SHEETING SIGNS DETAIL SHEETE-S

HE

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NA

ME:

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ROAD TRAVELING

1

SIGN LOCATION

FACING TRAFFIC

SIZES

IN INCHES


NUMBER

ASSEMBLY

SIGN/SIGN

SPECIAL NOTES:

SHEETING SIGN DETAIL SHEET SCALE: NTS


ROAD TRAVELING

1

SIGN LOCATION

FACING TRAFFIC

SIZES

IN INCHES


S-22

NUMBER

ASSEMBLY

SIGN/SIGN

W4-336 36 51+12HURSTBOURNENB

05-9008.00JEFFERSON

T13

S-23

RT

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W4-6 51+41HURSTBOURNENBRT36 36

POSTS SHALL BE 2" X 2" TYPE 1, 12 GAUGE.

SHEETING SIGNS SHALL BE MOUNTED ON TYPE I POST USING STANDARD INSTALLATION IN SOIL, WITH SOIL STABLIZER. SEE THE SHEETING SIGN DETAIL SHEETS.

SHEETING SIGNS SHALL BE FABRICATED FROM 0.125 GAUGE MATERIAL IF ANY DIMENSION IS GREATER THAN 36" (THIRTY-SIX INCHES), OTHERWISE 0.080 GAUGE MATERIAL SHALL BE USED.

THE COLORS SHALL BE AS SHOWN IN THE "MANUAL ON UNIFORM TRAFFFIC CONTROL DEVICES" AND "STANDARD HIGHWAY SIGNS".

4.

3.

2.

1.

45

155

S-20

S-21

295

+00

300

+00

305+00

310

+00

315

+00

50+00

55+00

60+00

0’ 200’ 400’100’

155

1747

SIGN ON DECORATIVE POST.WATCH SIGN. INSTALL NEW STOP

SIGNS, AND NEIGHBORHOOD DECORATIVE STREET POLE,

REMOVE, STORE AND REINSTALL EXISTING

S-22

S-23ON NEW POST

CREEK SIGNBEARGRASS

REINSTALL EXISTINGREMOVE, STORE AND

SIGNING PLAN

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SCALE: 1"=200’

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C

C

C

C

C

C

155

S-2

S-1

S-3

S-4

S-5

S-6

S-7

S-14

S-10

S-11

S-12

S-13

S-9

S-16

S-17

S-18

S-15

S-19

S-8

commonwealth of kentucky department of highways · department of highways layout map lin. ft. miles...

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