Commonwealth of Kentucky DEPARTMENT OF …transportation.ky.gov/Construction-Procurement/Project...DATE: Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS E-S H E E T N A M E: M ic r

NUMBER:

LETTING DATE:

INDEX OF SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

SHEET NO. DESCRIPTION

STANDARD DRAWINGS

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

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COUNTY OF ITEM NO. SHEET NO.

DESIGN CRITERIA

DESIGNED

CLASS OF HIGHWAY

TYPE OF TERRAIN

DESIGN SPEED

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE

DHV

D %

T %

% RESTRICTED SD

LEVEL OF SERVICE

MAX. DISTANCE W/O PASSING

LATITUDE DEGREES

LONGITUDE SECONDS WEST

SECONDS NORTH

DEGREES

ADT PRESENT ( )

ADT FUTURE ( )

GEOGRAPHIC COORDINATES

MINUTES

MINUTES

DATE:

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

JEFFERSON

5-535.00

SIDEWALK

BROWNSBORO ROAD (KY 22)

LAYOUT MAP:

JEFFERSON COUNTY

KY 22, KY 1747, & US 60VARIOUS SIDEWALK IMPROVEMENTS

STPM 3001 485

JEFFERSON 5-535.00 1

STPM 3001 485

KYTC STD. DWG. NUMBER MSD STD. DWG. NUMBER

N/A

DI-06-02

DC-01-01

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYS

SIDEWALKS

SHELBYVILLE ROAD (US 60)

HURSTBOURNE PARKWAY (KY 1747) &

LAYOUT MAP:

20

17-19

15-16

14

13

12

8-11

6-7

5

4

3

2

1

RIGHT OF WAY SUMMARY SHEET

US 60 CROSS SECTION SHEETS

US 60 PIPE DRAINAGE SHEETS

US 60 PLAN SHEET (WILDWOOD LN TO CAMBRIDGE STATION RD)

US 60 CROSS SECTION SHEET

US 60 PLAN SHEET (DAVENTRY LN TO WILDWOOD LN)

KY 1747 CROSS SECTION SHEETS

KY 1747 PLAN SHEETS

KY 22 CROSS SECTION SHEET

KY 22 PIPE DRAINAGE SHEET

KY 22 PLAN SHEET

TYPICAL SECTIONS - SUMMARY OF QUANTITIES

LAYOUT SHEET

RDI-035-02

RDI-026-01

RDI-025-05

RDI-021-01

RDI-020-09

RDI-001-10

RDB-410-06

RDB-320-06

RDB-273-06

RDB-272-07

RDB-271-05

RDB-270-09

RDB-011-08

RDB-006-08 MP 13.635 - 13.869

KY 1747

SOUTHBOUND

MP 7.966 - 8.051

US 60

WESTBOUND

MP 8.062 - 8.241

US 60

EASTBOUND

MP 0.370 - 0.432

KY 22

EASTBOUND

TTC-115-03

RPM-172-07

RPM-170-09

RPM-152-08

RPM-150-08

RPM-100-10

RGX-040-03

RDX-230-01

RDX-225-01

RDX-215-01

RDX-210-03

RDX-160-06

RDX-005-03

RDM-100-03

LOUISVILLE, KY 40220 (502) 491-2411

3403 STONY SPRING CIRCLE

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Dee.McElmurray

Typewritten Text

(519)

Dee.McElmurray

Typewritten Text

(519)

Dee.McElmurray

Pen

Dee.McElmurray

Typewritten Text

6-2-17

Dee.McElmurray

Typewritten Text

6-2-17

Dee.McElmurray

Text Box

Adam Ulrich

TYPICAL SECTIONS

UNITDESCRIPTIONITEM

KY AT (502) 564-3670.

SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT,

BOOK AND THE HEADWALL SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY

STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING

STANDARD DRAWINGS

SIDEWALK

CONCRETE

SIDEWALK TYPICAL 1

EXISTING ASPHALT

GENERAL SUMMARY

GENERAL & SPECIAL NOTES

TO

TA

L

WHAT UTILITY COMPANIES HAVE FACILITIES IN THE AREA.

NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO DETERMINE

THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE TO KY 811. IT MAY BE

BEFORE-U-DIG (BUD) SERVICE. THE CONTRACTOR MUST COORDINATE EXCAVATION WITH

UNDERGROUND FACILITIES ARE NOT REQUIRED TO BE MEMBERS OF THE KY 811 ONE-CALL

DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHOULD BE AWARE THAT OWNERS OF

THE CALL IS TO BE PLACED A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) BUSINESS

SYSTEM FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALL

BEFORE YOU DIG

NOTES:

SYSTEM SINGLE ZONE AND IN U.S. SURVEY FEET.

TO THE NATIONAL NAD83/FBN SYSTEM. COORDINATES ARE BASED ON STATE PLANE COORDINATE

COORDINATES FOR HORIZONTAL CONTROL WERE OBTAINED FROM GPS METHODS AND ADJUSTED

COORDINATE SYSTEM

MAX.2.0%

2

EXISTING CURB1

@ 4% CROSS SLOPE1' EARTH SHOULDER

1SLOPE.

SECTIONS FOR DIRECTION OF CROSS

AWAY FROM THE ROADWAY. SEE CROSS

SIDEWALK MAY BE SLOPED TOWARD OR 1

2

SHOULDER.

OUTSIDE THE LIMITS OF THE EARTH

SEE CROSS SECTIONS FOR SLOPES

3

SIDEWALK

CONCRETE

EXISTING ASPHALTMAX.2.0%

2

1


1

SIDEWALK TYPICAL 2

SEE PLANS FOR LOCATIONS.

STANDARD HEADER CURB;

(PAVEMENT DETAIL)DETAIL "A"

ASPHALT

EXISTING

SURFACE 0.38A PG 64-22

1.25" CLASS 3 ASPHALT

CURB

HEADER

STD.

(DEPTH MAY VARY)

PCC BASE - 10 IN

VARIES

(SEE CROSS SECTIONS)

SIDEWALK

CONCRETE

EXISTING ASPHALTMAX.2.0%

2

EXISTING CURB

1


1

SIDEWALK TYPICAL 3

5'

5' to 6'VARIES

5' to 6'VARIES

3

3

3

4

INTEGRAL BACK CURB

5

SIDEWALKCONCRETE

6" 1"

0"

TO 18

"V

ARIESGROUND

EXISTING

4" CONCRETE

5

DIRECTED BY THE ENGINEER.

IN LOCATIONS SHOWN ON PLANS OR AS

CONCRETE. USE INTEGRAL BACK CURB

INCIDENTAL TO SIDEWALK-4 IN

INTEGRAL BACK CURB SHALL BE

6

6

56+60.62.

SHELBYVILLE ROAD STA. 55+20 TO

NOTES:

A

A

CY EMBANKMENT IN PLACE

EARTHWORK TOTALS:

CY ROADWAY EXCAVATION338

200

4

1811

1875

1876

2065

2569

2600

2650

2701

2705

2720

6567

20418ED

21373ND

23139EN

23158ES505

STANDARD CURB AND GUTTER MOD

STANDARD HEADER CURB

STANDARD HEADER CURB MOD

PCC BASE-10 IN

DEMOBILIZATION

FABRIC GEOTEXTILE TY IV FOR PIPE

MAINTAIN & CONTROL TRAFFIC

TEMP SILT FENCE

SILT TRAP TYPE C

SIDEWALK-4 IN CONCRETE

PAVE MARKING-THERMO STOP BAR-12IN

REMOVE & RELOCATE SIGNS

REMOVE SIGN

STRIPING REMOVAL

DETECTABLE WARNINGS

TON

LF

LF

LF

SQYD

LF

LS

LS

LF

EACH

SQYD

SQYD

LF

EACH

EACH

LF

SQFT

784

98

1

466

1

1,484

4

5

1

SIDEWALK4" CONCRETE

4

4

4

SIDEWALK4" CONCRETE

(PAVEMENT DETAIL)

DETAIL "A"

CL3 ASPH SURF 0.38A PG64-2222906ES403

2265 REMOVE FENCE

5950 EROSION CONTROL BLANKET

12"

ASPHALT)

(INCIDENTAL TO

INTO EX. PVMT.

KEY ASPH. SURF.

SH

EET

NO.

SKEW

PIPE DRAINAGE SUMMARY

TOTAL PROJECT

UNIT TO BID

ITEM CODE

REMARKS

524 1459 1720

24 IN

CH

ST

OR

M

SE

WE

R

PIP

E-

DESIG

N

PH

LE

VE

L

M

M

520

12 IN

CH

ST

OR

M

SE

WE

R

PIP

E-

LF LF EA EA EAEA EA

IN

LE

T

RE

CO

NS

TR

UC

T

M

M

4 0+64.50

TY

PE 6

D

DR

OP

BO

X IN

LE

T

1529

JU

NC

TIO

N

BO

X

1650

EA

1651

TY

PE F

MO

DIFIE

D

CU

RB

BO

X IN

LE

T

23643EC

EA EA

YA

RD

DR

AIN

MS

D 18

"x18

"

1.10°

4 0+76.85 0° 1.0

118 1

1

0°

0°

15

15

51+11.50

51+61.87

M0°15 51+84.06

M0°15 52+00

1.6

2.1

1.0

M0°16 57+08 1.6

M0°16 1.357+67.68

M0°16 58+26.58

HEIG

HT (F

T)

MA

X. C

OV

ER

17 1

1

120 1

1

1 JUNCTION BOX TYPE B1

JUNCTION BOX TYPE B1 - MODIFIED

169

156

1

114 56 1 1 1 1 3 3 1 2



ALLOWED FOR CLEARING AND GRUBBING ON THIS PROJECT.

CONTRARY TO SECTION 202 OF THE STANDARD SPECIFICATIONS, NO DIRECT PAYMENT WILL BE

CLEARING AND GRUBBING

DATUM. GEOID MODEL USED WAS GEOID 12A.

ELEVATIONS WERE DERIVED FROM GPS METHODS AND ARE ADJUSTED TO THE NAVD88 VERTICAL

BASIS OF ELEVATIONS

TY

PE

A

MO

D

CU

RB

BO

X IN

LE

T

MO

D

JU

NC

TIO

N

BO

X -

CURB CURB

1'

1'

1'

DESIGN

FOR PAVEMENT

SEE DETAIL"A"

DRAINAGE INLET

(INTEGRAL BACK CURB DETAIL)

DETAIL "C"

INCIDENTAL TO SITE PREP.

SAWCUT EXISTING PAVEMENT,

INCIDENTAL TO SITE PREP.

REMOVE EXISTING CURB (IF APPLICABLE).

SAWCUT EXISTING PAVEMENT,

EACH2704 SILT TRAP TYPE B 1

20257NC SITE PREPARATION 1LS

LF6565 81PAVE MARKING-THERMO X-WALK-6 IN

6514 LFPAVE STRIPING-PERM PAINT-4 IN

177

128

58

1,687

1,432

143

32

5

47

386

FOR WIDTH.

SEE PLANS AND CROSS SECTIONS

(PAVEMENT REPAIR AT INLET DETAIL)

DETAIL "B"

ESTIMATED AT 110 LBS. PER SQ. YD. PER INCH OF DEPTH.

B

B

SIDEWALK.

BACKFILL AND REGRADE ALL DISTURBED AREAS TO ENSURE THEY ARE FLUSH WITH THE

ADDITIONAL COST TO THE DEPARTMENT. FOLLOWING COMPLETION OF THE CONCRETE WORK,

RESTORE AND/OR REINSTALL ANY DAMAGED AND/OR DISTURBED FEATURES IN KIND AT NO

ROADWAY AND PARALLEL WITH THE SIDEWALK AND SIDEWALK RAMP.

1-INCH/1-FOOT (8.33%) TRANSITIONS ON ALL CURB DRAWDOWNS, BOTH ADJACENT TO THE

OTHERWISE DIRECTED BY THE ENGINEER OR IF FIELD CONDITIONS PROHIBIT, ENSURE

AND MAINTAIN POSITIVE DRAINAGE, REGARDLESS OF THE EXISTING CONDITIONS. UNLESS

ENSURE THAT ALL SIDEWALK RAMP LANDINGS MEET FLUSH WITH THE FINAL ASPHALT SURFACE

CURRENT STANDARD DRAWINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

WITH SECTION 505 OF THE STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND

CONSTRUCT SIDEWALKS, SIDEWALK RAMPS, AND ADJACENT ROADWAY FEATURES IN ACCORDANCE

SIDEWALK CONSTRUCTION

WITH EROSION CONTROL BLANKET

STABILIZE DISTURBED EARTHEN AREAS

1 DGA BASE TON 8

342101 CEM CONC ENT PAVEMENT-8 IN SQYD

SQYD

THE CONTRACTOR'S RESPONSIBILITY.

INCIDENTAL TO THE SITE PREPARATION BID ITEM. ASSUMPTIONS FOR SHRINKAGE AND SWELL FACTORS ARE

EARTHWORK CALCULATIONS SHOWN BELOW ARE FOR INFORMATION ONLY, AS THE EARTHWORK SHALL BE

ESTIMATES OF EARTHWORK QUANTITIES ARE FOR DESIGN ONLY. THE CONTRACTOR IS ADVISED THAT THE

METERS, JUNCTION BOXES, ETC.) AS NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

PAVEMENT; ROADWAY EXCAVATION OR EMBANKMENT IN PLACE; AND ADJUSTMENTS TO UTILITIES (VALVES,

INCLUDES SAWCUTTING AND REMOVAL AND DISPOSAL OF EXISTING SIDEWALKS, CURB AND GUTTER, AND

BA

SIN

TY

PE 1

MS

D

CA

TC

H

24882EC24881EC

C

C FOR TRAFFIC CONTROL SEE TRAFFIC MANAGEMENT PLAN

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GENERAL & SPECIAL NOTESGENERAL & PIPE DRAINAGE SUMMARY

TYPICAL SECTIONS

NOT TO SCALE

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0' 40' 80'20'

EXIST. R/W

EXIST. R/W

EXIS

T. R/

W

EXIS

T. R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

NORTH (Y)POINT

State Plane Coordinates

ALIGNMENT COORDINATES

STATION

POB

EAST (X)

0+00

4+00POE

3990836.907

3991063.103

4955946.328

4956276.229

EAST (X)NORTH (Y)POINT

ELEV. (Z)DESCRIPTION


COORDINATE CONTROL POINTS

STATION and OFFSET

C.P. #771

C.P. #798

3990904.052

3991020.440

4956071.353

4956234.050

597.686

595.869

MAG NAIL

MAG NAIL 3+41.09, 11.33' Right

1+41.09, 15.32' Right

ELECTRIC

[email protected]

CONTACT: GREG POWELL

[email protected]

(502) 540-6632

CONTACT: BRANDON FLAHERTY

LOUISVILLE, KY 40203-1911

700 WEST LIBERTY STREET

METROPOLITAN SEWER DISTRICT

[email protected]

(502) 569-3649

CONTACT: DANIEL TEGENE, PE

LOUISVILLE, KY 40202

550 SOUTH THIRD STREET

LOUISVILLE WATER COMPANY

UTILITY OWNERS

WATER & SEWERS

CABLE T.V.

TELECOMMUNICATIONS

ABBREVIATIONS

YSWV = YARD SPRINKLER WATER VALVE

DND = DO NOT DISTURB

FOR CLARITY, OVERHEAD UTILITY LINES ARE NOT SHOWN.

(REMOVE)(DND)

(REMOVE)(DND)

BACK CURB

INTEGRALBACK CURB

INTEGRAL

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

BACK CURB

REMOVE EX.EX. CURB

REMOVE

EX. CURB

REMOVE

OF EX. SIDEWALK

REMOVE 2 SY

(DND)

(DND)(DND)

(DND)

(DND)

(DND)

RECONSTRUCTION.

HEADER CURB

STA. 0+55 - BEGIN

LIMITS

DISTURB

LIMITS

DISTURB(DND)

(DND)

BEFORE YOU DIG

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

[email protected]

WORK: (502) 627-3708

CONTACT: GREG GEISER

(502) 589-1444 (LG&E ONLY)

TROUBLE LINE: 1-800-331-7370 (LG&E & KU)


820 WEST BROADWAY

LOUISVILLE GAS & ELECTRIC

GAS

[email protected]

WORK: (502) 627-3708

CONTACT: GREG GEISER

TROUBLE LINE: (502) 589-5511


820 WEST BROADWAY

LOUISVILLE GAS & ELECTRIC

[email protected]

WORK: (502) 357-4318

CONTACT: NATHEN HOWERTON

[email protected]

WORK: (502) 357-4376

CONTACT: DENO BARBOUR


SUITE 120

10168 LINN STATION ROAD

TIME WARNER CABLE COMPANY

[email protected]

(502) 348-4528

CONTACT: SCOTT ROCHE

BARDSTOWN, KY 40004

1350 E. JOHN ROWAN BLVD

AT&T KY

[email protected]

CELL: (502) 689-2162

CONTACT: CHRIS GLADSTONE

[email protected]

WORK: (502) 318-1323

CONTACT: BRIAN WATKINS


SUITE 525

10170 LINN STATION RD

CROWN CASTLE NETWORK OPERATIONS

WORK: (270) 765-1803

CONTACT: BRUCE BABBIT

[email protected]

WORK: (270) 765-1818

CONTACT: JAMES GALVIN

ELIZABETHTOWN, KY 42071

111 S. MAIN ST.

WINDSTREAM COMMUNICATIONS

[email protected]

(502) 515-9142

CONTACT: MARK SEWELL


962 SOUTH THIRD ST

LEVEL 3 COMMUNICATIONS

SCALE: 1"=20'

NOTE

1

PSS Rental Properties, LLC

SS Rental Properties, LLC

SS Rental Properties, LLC

EASEMENT

TEMPORARY

11.46'

2+24.1116.46'

2+24.02 PERMANENT EASEMENT

SOA 3+37.00 / 10.05'

SOB 3+37.00 / 15.05'

SOC 3+50.29 / 9.88'

SOD 3+57.02 / 14.80'

A

B

C

D

A

D

SOB

SOA

B

SOC

SOD

C

N 34°26'11" W - 5.00'

N 54°50'55" E - 13.29'

S 88°17'18" E - 8.33'

S 54°50'55" W - 20.02'

(DND)

WARNING

DETECTABLE

(MOD), AND

HEADER CURB

RAMP W/ STD.

AND DETECTABLE WARNING

RAMP W/ STD. HEADER CURB (MOD),

WARNING

DETECTABLE

WARNING

DETECTABLE

ON SHEET 2

SEE DETAIL "B"

10' R 10' R

(DND)(DND)

(DND)

CONVENTIONAL SIGNS

SURVEY LINE

GRADE LINE

GROUND LINE

COUNTY LINE

CORPORATE LIMITS

PROPOSED RIGHT OF WAY

BENCH MARK

RAILROAD

FENCE (CONTROLLED ACCESS)

FENCE (EXCEPT STONE AND HEDGE)

TREES

PIPE CULVERT

CULVERT

BRIDGE

BUILDINGS

LIGHTING POLE

POWER POLE

JOINT POWER & TELEPHONE POLE

TELEPHONE & TELEGRAPH POLE

ANCHOR, POWER OR TELEPHONE

STUB POWER

STUB TELEPHONE

WATER MAIN

GAS MAIN

TELEPHONE DUCT

ELECTRIC DUCT

DIRECT BURIAL ELECTRIC CABLE

DIRECT BURIAL TELEPHONE CABLE

STONE FENCE

HEDGE FENCE

SWAMP OR MARSH

SPRINGS

QUARRY SITE

LAKES OR PONDS

NORTH POINT

GUARDRAIL

SINKHOLE

400' V.C.

B.M. NO.4

1-S

FRAME

1-S

BRICK SHED

2-S

BRICK

TERMINALSECTION

GUARDRAILEND TREATMENT

EXISTING PROPOSED

E E

T T

EXISTING ROAD

TRAFFIC LIGHTS

T

E

SAN

STORM

DIRECT BURIAL TV CABLE TV

E

T

SANITARY SEWER (WITH MANHOLE)

STORM SEWER (WITH MANHOLE)

GM

WM

T

E

TV

SAN

STORM

EXIST. RIGHT OF WAY & PROPERTY LINE

RIGHT OF WAY MONUMENT

RIGHT OF WAY MONUMENT

6"WM

6"GM

UTILITY TEST HOLE

EXIST. PROPERTY LINE PL

OVERHEAD WIRE

ELECTRIC MANHOLE EMH EMH

BLUE LINE STREAM

INTERMITTENT STREAM

OR DITCH

REGULATED FLOODWAY

EXISTING R/W MARKER

TELEPHONE MANHOLE TMH TMH

TREE LINE

THEXISTING/ PROPOSED

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NUMBERS:

PROJECT

COUNTY OF

Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS

JEFFERSON

STPM 3001 485


SIDEWALK IMPROVEMENTS

PLAN SHEET

DESIGNED BY:

DATE SUBMITTED:

March 14, 2017

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EX. 15" CMP

EX. 15" RCP}

BROWNSBORO ROAD

HE

RR

LA

NE

AREA

MARKET

OUTDOOR

AWNING/

THORNTON'S

4950PAUL'S FRUIT MARKET

4946-4948McDONALD'S

4940

US BANK

4951

WENDY'S

4955

PNC BANK

4957

EX. SIDEWALK

EX. SIDEWALK

EX. SIDEWALKEX. SIDEWALK

EX. SIDEWALK

EX. SID

EW

AL

K

PP #46301-89196

LIMIT SIGN

SCHOOL SPEED

R/W MARKER

GV WM

CP 798

PP #46226-89216

+

PP #46329-89214

POST

GATEPOST

GATE

POLE

LIGHT

GUY

89205

PP #46314-

POLE

LIGHT

CONC. PAD

CP 771 GUY

POLE

LIGHT

GUY

GUY

FIBER OPTIC BOX

MARKER

OPTIC

FIBER

DBI

PARKING AREA

ASPHALT ENTRANCE/

PARKING AREA

CONCRETE ENTRANCE/

PARKING AREA

ASPHALT ENTRANCE/

PARKING AREA

ASPHALT ENTRANCE/

PARKING AREA

ASPHALT ENTRANCE/

LANDSCAPE AREA EX. 15" RCP}

EX. 15" RCP

GAS PUMPS

THORNTON'S

IP

EX. PAVED DITCHEX. CBI TY A

FENCE

EX. WOOD

LA

NE

LI

ME

KIL

N

EX. DETECTABLE WARNING AREA

POLE

SIGNAL

EX. CURB

EX. CURB

EX. CURB

EX. CURB

EX. CURB

EX. CURB

TY A

EX. CBI

LIGHT POLE

F (MOD)

CBI TYPE

YARD DRAIN

MSD 18"x18"

B1 (MOD)

JB TYPE

12"

12"}

{

C C

0+00

1+00

2+00

3+00

4+00

STA. TO STA. SIDE(SQYD)

4" CONC.

SIDEWALK

RT 1

(LF) *

CURB

HEADER

STD.

(LF) *

CURB (MOD)

HEADER

STD.

(SQFT)

WARN.

DETECT.

SIDEWALK CONST. ITEMS

RT 3

SHEET 2)

(SEE

SECT. NO.

TYP.

0+55 - 0+83.1

0+50 - 0+55

2 9 19

3

12

**

(EACH)

RAMP

SW

** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM

* NOTE: EXCLUDES CURB BOX INLETS

RT 1 28 551+24.0 - 2+31.3 2

RT 3 202+72.3 - 3+02.3

RT 33+42.6 - 3+78.5 23

16.54' RT

+70.17

5.23' RT

+73.99

4.80' RT

+99.41

5.56' RT

+57.55

98 LF OF EX. WOOD FENCE

RT. STA. 1+27 TO 2+25 - REMOVE

(SQYD)

BLANKET

CONTROL

EROSION

18

20

20

10

10.56' RT

+56.50

4

24

22

4.55' RT

+50.00

6.67' RT

+57.00

BENEATH THE PROPOSED SIDEWALK.

AS THERE ARE UTILITIES NEAR AND/OR

SHALL USE CAUTION WHEN EXCAVATING,

LINES ARE NOT SHOWN. THE CONTRACTOR

ARE APPROXIMATE. INDIVIDUAL SERVICE

ALL UTILITIES SHOWN ON THESE PLANS

Dee.McElmurray

Typewritten Text

(519)

IE 595.90 IE 595.80

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

0+64.50

590

595

600

605

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

0+76.85

590

595

600

605

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. F

EN

CE

FL 597.57

T/G 597.55

PIPE @ -1.41% SLOPE

CONST. 7 L.F. OF 12" STORM SEWER

(MODIFIED FOR HEIGHT)

INLET TYPE F (MOD) - H=1.67'

1.15' RT CONST. 1 ~ CURB BOX

YARD DRAIN - H=1.67'

9.50' RT CONST. 1 ~ MSD 18"x18"

SEWER PIPE @ 1.12% SLOPE

CONST. 11 L.F. ~ 12" STORM

RAMP

SIDEWALK

RIM 597.80

IE 595.60

EX. F

EN

CE


TYPE B1 (NO. 2) (MOD) - H=2.20'

8.29' RT CONST. 1 ~ JUNCTION BOX


EXIST. PARKING LOT

EXIST. PARKING LOT

STA.0+64.50 TO STA.0+76.85

PIPE SECTIONS


E-S

HE

ET

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590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

0+60

590

595

600

605

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

1+50

590

595

600

605

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

2+00

590

595

600

605

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

2+85

590

595

600

605

590

595

600

605

0 5 10 15 20 25 30 35 40-5-10

3+50

590

595

600

605

EXIST. PARKING LOT

EXIST. PARKING LOT

EXIST. PARKING LOT

EXIST. PARKING LOT

EX. F

EN

CE

EX. F

EN

CE

EX. F

EN

CE

EX. CURBEX. CURB

EX. CURB

EX. CURB

EX. CURB

EX. CURB

EX. CURBEX. CURB

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

EX. R/

W

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

5'

5'

5'

(MAX)

2.0%

REQUIRED

SLOPE AS

(TYP.)

1' @ 4%

REQUIRED

SLOPE AS

5'

5'

(MAX)

2.0%

(MAX)

2.0%

(MAX)

2.0%

EL=597.54

RT 1.09'

EL=596.78

RT 5.04'

EL=596.88

RT 10.04'

EL=595.58

RT 5.56'

BACK CURB

PROPOSED SIDEWALK BACK CURB

PROPOSED SIDEWALK

BACK CURB

PROPOSED SIDEWALK

BACK CURB

PROPOSED SIDEWALK

HEADER CURB

& CONST. PROPOSED STD.

REMOVE EXISTING CURB

STA.0+60 TO STA.3+50

CROSS SECTIONS


EL=595.53

RT 10.56'

E-S

HE

ET

NA

ME:

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SCALE: 1"=5'

March 14, 2017

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XS.

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ME:

SS

MHS

AN

MH

EX. 18

" R

CP

EX. 18

" R

CP

EX. 8"

SE

WE

R

EX. 8"

SE

WE

R

RETAIL COMPLEX

9409

MARRIOTTRESIDENCE INN

120

EX. SID

EW

AL

K

PAD

DUMPSTER

ED

EN

AV

EN

UE

NORTH HURSTBOURNE PARKWAY


RETAIL COMPLEXFORUM CENTER

150-300

14"

16" 10"16" 10" 10"

18"WM

WV

WM

TM

H

WM

TPED

WM

GV

EX. SID

EW

AL

K

BED

FLOWER

SIGN

STOP

DBI

SIGN

STONE

CP 1108

PARKING AREAASPHALT ENTRANCE/


IP IP



TEL JB

BOX

UTILITY

LANDSCAPE LIGHT

SSMH

C

10+00

11+00

12+00

13+00

14+00



8" 16"15" 8"

18"

16" 12"14" 24"

WV SSMH

TMH

YSWVTEL JB WM

SSMH

DBI

SIGN

STONE

SIGN

STOP

FH

SIGN

LIMIT

SPEED

SIGN

STOP

FH

DBI

CP 1107

EX. SID

EW

AL

K

LEASE SIGN

FOR

PARKING LOT

ASPHALT

PARKING LOT

ASPHALT

ENTRANCE

ASPHALT

14+00

15+00

16+00

17+00

18+00

19+00

20

+00

0' 40' 80'20'

EXIST. R/W

EXIS

T. R/

W

EXIST. R/W

EXIST. R/W

EXIS

T. R/

W

NORTH (Y)POINT



STATION

POB

EAST (X)

10+00 3978063.808 4970724.747





STATION and OFFSET

C.P. #1108 3978315.724 4970658.260 643.063 12+59.28, 25.66' RightIRON PIN & CAP

MA

TC

H

LIN

E - S

TA. 14

+00

MA

TC

H

LIN

E - S

TA. 20

+00

MA

TC

H

LIN

E - S

TA. 14

+00

0' 40' 80'20'

DETECTABLE WARNING

GUTTER (MOD), AND

RAMP W/ STD. CURB AND

DETECTABLE WARNING

GUTTER (MOD), AND


DETECTABLE WARNING

GUTTER (MOD), AND


DETECTABLE WARNING

GUTTER (MOD), AND


5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

6' SIDEWALK 6' SIDEWALK

SIDEWALK

MATCH EX.

OF EX. SIDEWALK

REMOVE 4 SY

SIDEWALK

MATCH EX.(DND)

(DND)

(DND)

(DND)

(DND)

(DND)

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER EX. CURB & GUTTER

& GUTTER

EX. CURB

ADJUST TO GRADE

NOTES:

1

2 REMOVE AND RELOCATE

2

11

11

1

1 1

3 REMOVE

2

3

ADJUST TO GRADE

NOTES:

1


3 REMOVE

TREES

DO NOT REMOVE

TREES

REMOVE

DO NOT

TREES

REMOVE

DO NOT

OF EX. SIDEWALK

REMOVE 15 SY

LIMITS

DISTURB

LIMITS

DISTURB

LIMITS

DISTURB

LIMITS

DISTURB

LIMITS

DISTURB

EX. STOP BAR

REMOVE (25 LF)





STATION and OFFSET

C.P. #1107 3978814.100 4970471.829 637.777 17+91.38, 24.99' RightIRON PIN & CAP

SCALE: 1"=20'

SCALE: 1"=20'

-19.49'

10+49.83

-30.00'

10+49.83

-19.47'

11+10.00

Hurstbourne Partners, LLC

ATA Forum Louisville KY, LLC

Louisville (RI) LLC

Grand Prix

2

P

N 10°30'45" W - 61.08'

S 20°24'56" E - 60.17'

10.51'

S 69°34'36" W

PERMANENT EASEMENT

BACK CURB

INTEGRAL

BACK CURB

INTEGRAL

BACK CURB

INTEGRAL

BACK CURB

INTEGRAL

BACK CURB

INTEGRAL


25' R

25' R

2

STD. DWG. RPM-150 AND RPM-152.

AND 4" DGA BASE AS SHOWN IN

USE 8" CEM CONC ENT PAVEMENT

PKWY LIP CURB TO APPROX. 14' LT.

BASE, FROM BACK OF HURSTBOURNE

PAVEMENT-8 IN AND 8 TONS DGA

WITH 34 SQYD CEM CONC ENT

RECONSTRUCT ENTRANCE IN PLACE,

CONST. 17 LF OF THERMO STOP BAR

STA. 14+42 TO 14+59, 13.50' LT

N. HURSTBOURNE PARKWAY (KY 1747)

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.536




PLAN SHEET

March 14, 2017

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4" CONC.

SIDEWALK

1

(SQFT)

WARN.

DETECT.


LT 3

SHEET 2)

(SEE

SECT. NO.

TYP.

1 17

3

47

**

(EACH)

RAMP

SW



3

3

LT

LT

LT

(LF) *

& GUT.

CURB

STD.

(LF) *

GUT. (MOD)

CURB &

STD.

19 10

10+38.42 - 11+15.2 10

115 19

13+22.7 - 14+00 18 1142


4" CONC.

SIDEWALK

1

(SQFT)

WARN.

DETECT.


LT 3

SHEET 2)

(SEE

SECT. NO.

TYP.

1 22

11

13

**

(EACH)

RAMP

SW



1

1

14+00 - 14+18.6

LT

LT

LT

(LF) *

& GUT.

CURB

STD.

(LF) *

GUT. (MOD)

CURB &

STD.

14+18.6 - 14+39.6 19

50 60219

18+73.3 - 20+00 130 4082

14+81.7 - 18+18.4 2

9.47' LT

+15.15

30.00' LT

+04.54

35.00' LT

+38.42

2.24' LT

+18.57 8.85' LT

+35.31

(SQYD)

BLANKET

CONTROL

EROSION

(SQYD)

BLANKET

CONTROL

EROSION

10+04.54 - 10+11.12

99

1

16

135

40

6

1

68

42

36.00' LT

+40.02

15.53' LT

+35.56

9.42 LT'

+50.00

4.62 LT'

+70.00

4.60 LT'

+86.47

11+15.2- 12+86.47

4.75' LT

+23.30













EXIST. R/W EXIST. R/W

EXIS

T. R/

W

EXIS

T. R/

W

NORTH (Y)POINT



STATION

POE

EAST (X)

23+00 3979281.979 4970270.811

MA

TC

H

LIN

E - S

TA. 20

+00

0' 40' 80'20'

DETECTABLE WARNING

GUTTER (MOD), AND


BACK CURB

INTEGRAL

BACK CURB

INTEGRAL

6' SIDEWALK

ADJUST TO GRADE

NOTES:

1


3 REMOVE

2

1

2

3 (BY OTHERS)

EX. CROSSWALK

EX. C

RO

SS

WA

LK

EX. C

RO

SS

WA

LK

LIMITS

DISTURB

CROSSWALK

EX.

SCALE: 1"=20'


M & M Hotels, LLC

25' R

N. HURSTBOURNE PARKWAY (KY 1747)

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.536




PLAN SHEET

March 14, 2017

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ME:

SANMH

SANMH

EX. 10" SEWER EX. 10" SEWER

EX. 10

" S

EW

ER

HU

RS

TB

OU

RN

E

TR

AC

E



BANK

OLD NATIONAL

400

EX. SID

EW

AL

K

EX. SIDEWALK

OFFICE PARKTHE FORUM

301

28"15" 10"

TPED

TMH

WV

TOP ELEV.=636.18

SIGN

MILE MARKER

POLE

LIGHT

TRAFFIC

DBIELEV.= 627.79



IP

RETAIL COMPLEXFORUM CENTER

150-300

BRICK SIGN

GLM

C

20

+00

21+

00

22

+00

23

+00


4" CONC.

SIDEWALK

(SQFT)

WARN.

DETECT.


LT 1

SHEET 2)

(SEE

SECT. NO.

TYP.

**

(EACH)

RAMP

SW



20+00 - 22+79.1

(LF) *

& GUT.

CURB

STD.

(LF) *

GUT. (MOD)

CURB &

STD.

126 35189

18.56' LT

+70.52

16.62' LT

+68.65

16.62' LT

+72.90

12.45' LT

+69.04

14.05' LT

+78.32

3.09' LT

+63.99

(SQYD)

BLANKET

CONTROL

EROSION

131







635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

10+70

635

640

645

650

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

11+00

635

640

645

650

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

11+50

635

640

645

650

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

12+00

635

640

645

650

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

12+50

635

640

645

650

630

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

13+50

630

635

640

645

650

EX. F

EN

CE

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. F

EN

CE

EX. F

EN

CE

EX. F

EN

CE

EX. F

EN

CE

PR

OP. E

AS

EM

EN

T

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

ASS

UM

ED ELE

V.

EX. TELEP

HO

NE C

ABLE

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

ASS

UM

ED ELE

V.

EX. TELEP

HO

NE C

ABLE

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

5'

(MAX)

2.0%

(MAX)

2.0%

5'

(MAX)

2.0%

5'

EL=644.20

LT 9.46'

EL=643.79

LT 9.44'

EL=643.59

LT 9.42'

EL=641.85

LT 4.66'

(MAX)

2.0%

5'

(MAX)

2.0%

5'

(MAX)

2.0%

5'

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%

4:1

3'

5'

5'

5'


STA.10+70 TO STA.13+50

CROSS SECTIONS

N. HURSTBOURNE PKWY (KY 1747)

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.832


SCALE: 1"=5'

March 14, 2017

DA

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X00800

XS.

DG

NFIL

E

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ME:

630

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

14+00

630

635

640

645

650

630

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

15+00

630

635

640

645

650

630

635

640

645

650

0 5 10-5-10-15-20-25-30-35-40

15+50

630

635

640

645

650

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

16+00

630

635

640

645

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

16+50

630

635

640

645

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

17+00

630

635

640

645

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

1' @ 4%

(MAX)

2.0%

5'

3'

EL=641.52

LT 4.75'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%


STA.14+00 TO STA.17+00

CROSS SECTIONS


BACK CURB

SIDEWALK

PROPOSED

& GUTTER (MOD.)

STANDARD CURB

PROPOSED

EL=640.06

LT 2.25'

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.832


SCALE: 1"=5'

March 14, 2017

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XS.

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ME:

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

17+50

630

635

640

645

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

18+00

630

635

640

645

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

19+00

630

635

640

645

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

19+50

630

635

640

645

625

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

20+00

625

630

635

640

645

625

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

20+50

625

630

635

640

645

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

CO

ND

UIT

AS

SU

ME

D

EL

EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%


STA.17+50 TO STA.20+50

CROSS SECTIONS


EL=636.96

LT 2.03'

& GUTTER (MOD.)

STANDARD CURB

PROPOSEDBACK CURB

SIDEWALK

PROPOSED

BACK CURB

SIDEWALK

PROPOSED

& GUTTER (MOD.)

STANDARD CURB

PROPOSED

EL=636.19

LT 2.07'

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.832


SCALE: 1"=5'

March 14, 2017

DA

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XS.

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ME:

625

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

21+00

625

630

635

640

645

625

630

635

640

645

0 5 10-5-10-15-20-25-30-35-40

21+50

625

630

635

640

645

625

630

635

640

0 5 10-5-10-15-20-25-30-35-40

22+00

625

630

635

640

625

630

635

640

0 5 10-5-10-15-20-25-30-35-40

22+50

625

630

635

640

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

(MAX)

2.0%

6'

6:1

4:1

1' @ 4%

1' @ 4%

1' @ 4%

1' @ 4%


STA.21+00 TO STA.22+50

CROSS SECTIONS


E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.832


SCALE: 1"=5'

March 14, 2017

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0' 40' 80'20'

EXIST. R/W

EXIS

T. R/

W

EXIST. R/W EXIST. R/W

EXIST. R/WEXIST. R/W

NORTH (Y)POINT



STATION

POB

EAST (X)

40+00 3977437.336 4971500.677

45+00 3977389.473 4971998.381POE





STATION and OFFSET

C.P. #654 3977420.086 4971780.845 658.377 42+80.53, 9.65' LeftNAIL

ADJUST TO GRADE

NOTES:

1


3 REMOVE

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

EX. CURB

EX. CURB

5' SIDEWALK

6' SIDEWALK

SIDEWALK

MATCH EX.

11

AROUND TRAFFIC POLE

FORM SIDEWALK

(DND)

(DND)

(DND)

2(DND)1

(DND)

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

BACK CURB

INTEGRAL(DND)

LIMITS

DISTURB

LIMITS

DISTURB

EX. CURB

STD. HEADER CURB

MA

TC

H

LIN

E - S

EE S

HE

ET 14

SCALE: 1"=20'

(DND)

(DND) 3

(DND)

3

P

Country Squire Enterprises, LLC 4

P

JKMS, LLC

5

P

215 South Hurstbourne Parkway LLC

-26.65'

40+52.40

-21.65'

40+52.40 -21.10'

41+86.53

-26.11'

41+85.08

EASEMENT

TEMPORARY EASEMENT

TEMPORARY

-21.39'

43+50.00

-26.39'

43+50.00

1

EASEMENT

TEMPORARY

75.49'

44+70.00

80.49'

44+70.00

(DND)

EX. STOP BAR

REMOVE (22 LF)

Q-Ventures, LLC

30' R

30' R

CONST. 15 LF OF THERMO STOP BAR

STA. 44+79 TO 44+94, 15.00' LT

(CROSSWALK TO BE 6 FOOT WIDE)

CONST. 81 LF OF 6 INCH THERMO X-WALK

STA. 44+73, 10.50' LT


E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.536




PLAN SHEET

March 14, 2017

DA

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MEXICAN GRILL

QDOBA

100

SHELBYVILLE ROAD

DA

VE

NT

RY

LA

NE

WIL

DW

OO

D

LA

NE

SA

NM

H

SA

NM

H

EX. 8"

SE

WE

R

EX. 8" SEWER

EX. 8"

SE

WE

R

EX. 8" SEWER

EX. 8"

SE

WE

R EX. 15

" R

CP

EX. 15"

RCP

EX. 24"

RC

P

36"

12"

WV

TB JB

TB JB

WV

GV

EL JB

PP

CP 654

FLORIST SIGN

COUNTRY SQUIRE

GUY

87852

PP #47866-

GUY

WM

YSWV

WV

FH

TB JB

POLE

LIGHT

TRAFFIC

DBI DBI

DBI

EX. SIDEWALK

IP

EX. C

RO

SS

WA

LK

EX. CROSSWALK

PARKING AREA

ASPHALT ENTRANCE/

PARKING AREA

ASPHALT ENTRANCE/

FLORIST

COUNTRY SQUIRE

9601

9707

9707

DRIV

EC

AR

RE

VIE

UX

EN

TR

AN

CE

ASP

HA

LT

INTERSECTION SIGN

DO NOT BLOCK

WARNING AREA

EX. DETECTABLE

ROUTE SIGN

STATELIGHT POLE

TRAFFICSIGN

{

RCP

EX. 18"WALL

STONE/BRICK

PAD

CONC.

C C

40

+00

41+

00

42

+00

43

+00

44

+00

45

+00

50

+00


4" CONC.

SIDEWALK

(LF) *

CURB

HEADER

STD.

(LF) *

CURB (MOD)

HEADER

STD.

(SQFT)

WARN.

DETECT.


LT 3

SHEET 2)

(SEE

SECT. NO.

TYP.

2 24 91

**

(EACH)

RAMP

SW



RT - 7 4 1

40+52.4 - 42+99.8 8 1136 12

43+36.2 - 44+72.6 LT 121 2 19

44+79.3 - 44+88.5 13

15.69' LT

+52.36

14.04' LT

+65.00

13.50' LT

+83.1713.50' LT

+95.92

17.95' LT

+36.72

69.58' RT

+82.02

73.87' RT

+80.11

74.92' RT

+82.46

74.92' RT

+86.71

72.54' RT

+87.97

(SQYD)

BLANKET

CONTROL

EROSION

190

80

9.63' LT

+71.08







645

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

41+00

645

650

655

660

665

645

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

41+50

645

650

655

660

665

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

42+00

650

655

660

665

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

42+50

650

655

660

665

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

44+00

650

655

660

665

650

655

660

665

0 5 10-5-10-15-20-25-30-35-40

44+50

650

655

660

665

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

AS

SU

ME

D

EL

EV.

EX.

GA

S

LIN

E

AS

SU

ME

D

EL

EV.

EX.

WA

TE

R

LIN

E

ST

A. 44

+60.23

LIG

HT

PO

LE

TR

AFFIC

ST

A. 44

+34.49

FIR

E

HY

DR

AN

T

EX.P

SH

EX.P

SH

EX. CURB

EX. CURB

EX. CURB

EX. CURB

2.5'5'

(MAX)

2.0%

1' @ 4%

1' @ 4%

5' 2.5'

(MAX)

2.0%

1' @ 4%

5'

(MAX)

2.0%

EL=655.72

LT 13.94'

EL=656.50

LT 13.72'

EL=656.76

LT 13.50'

EL=657.60

LT 13.50'

1' @ 4%

(MAX)

2.0%

5'

(MAX)

2.0%

6'

1' @ 4%

(MAX)

2.0%

6'

1' @ 4%

4:1

4:1

4:1

4:1

6:1

EL=659.78

LT 2.00'

EL=660.62

LT 2.00'


STA.41+00 TO STA.44+50

CROSS SECTIONS


E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.832


SCALE: 1"=5'

March 14, 2017

DA

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0' 40' 80'20'

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T. R/

W

9900 East Office Condominiums

NORTH (Y)POINT



STATION

POB

EAST (X)

50+00 3977333.836 4971996.486





STATION and OFFSET

C.P. #470 3977312.959 4972136.251 663.376 51+41.14, 7.02' RightMAG NAIL

MA

TC

H

LIN

E - S

TA. 56

+00

MA

TC

H

LIN

E - S

TA. 56

+00

0' 40' 80'20'

NORTH (Y)POINT



STATION

POE

EAST (X)

60+00 3977235.420 4972991.632





STATION and OFFSET

C.P. #284 3977175.081 4972957.410 673.316 59+71.88, 63.41' RightMAG NAIL

C.P. #285 MAG NAIL 3977230.121 4972637.094 672.944 56+47.70, 40.17' Right

C.P. #286 MAG NAIL 3977328.583 4972697.538 671.245 56+98.17, 63.77' Left

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

ADJUST TO GRADE

NOTES:

1


3 REMOVE

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

6' SIDEWALK6' SIDEWALK

ADJUST TO GRADE

NOTES:

1


3 REMOVE

EX. CURB

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

WARNING

DETECTABLE

6' SIDEWALK

6' SIDEWALK

5' SIDEWALK

1 1 1

1

22

11 1

1

(DND)

TREES

REMOVE

DO NOT

TREES

REMOVE

DO NOT

3

3

EX. CURB

CURB

EX. 3

CURB

EX.

EX. CURB3

(TO REMAIN)

LIMITS

DISTURB LIMITS

DISTURB

LIMITS

DISTURB

LIMITS

DISTURB

LIMITS

DISTURB

STD. HEADER CURB

CURB

STD. HEADER

MA

TC

H

LIN

E - S

EE S

HE

ET 12

SCALE: 1"=20'

SCALE: 1"=20'

OF EX. SIDEWALK

REMOVE 3 SY

DETECTABLE WARNING

CURB (MOD), AND

RAMP W/ STD. HEADER

ON SHEET 2

SEE DETAIL "B"

ON SHEET 2

SEE DETAIL "B"

EASEMENT

TEMPORARY 24.75'

51+37.81

5

P


19.75'

51+37.35

Wendy A. Linscott

ON SHEET 2.

SEE PAVEMENT DETAIL "A"

PROPOSED PAVEMENT.

(KEY AREA NOT SHOWN ON PLANS)

SEE PAVEMENT DETAIL "A" ON SHEET 2.

CONSTR. 72 SY OF PROPOSED PAVEMENT.

NOTE ON SHEET 12

SEE CROSSWALK

MATCH EX. SIDEWALK

50' R


E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.9.536




PLAN SHEET

March 14, 2017

DA

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ME:

1-S-B

9906

SHELBYVILLE ROAD

STONE WALL8"

8"

8"

8"8"

8"

10" 12"

20"

8"

POLE

LIGHT

TRAFFIC

DBI

WM TPED

WV

WMTMH GV

PP

WVCP 470

WM

WM

WMWM EL JB

WM

PP

TMH

YSWV

POLE

LIGHT

TRAFFIC

87839PP #47902-

DBIDBI

GUY87837

PP #47918-

GUYGUY

87836

PP #47929-

87835

PP #47938-

SIGN

CHURCH

SIGN

LIMIT

SPEED

GUY FH

POLE

LIGHT

EX. CROSSWALK

ASP

HA

LT

PARKING AREA

ASPHALT ENTRANCE/

PARKING AREA

ASPHALT ENTRANCE/

1019903 CHILDREN PEDIATRICS

GROWING HEALTHY

9905

OFFICE BUILDING

9911

LA

NE

WIL

DW

OO

D

DBI

{ 18" RCP 18" RCP

12" R

CP

{

8" P

VC

{

DBI

BASIN

DETENTION

EXISTING

{

EX. C

RO

SS

WA

LK

LIGHT POLE

TRAFFIC

SEWER

STORM

F (MOD)

CBI TYPE

12"

{

F (MOD)

CBI TYPE

INLET

RECONSTR.

12"

{

12"{

INLET

RECONSTR.

TYPE 6D

DBI

C

C

50

+00

51+

00

52

+00

53

+00

54

+00

55

+00

56

+00

1 •-S-B

101

SHELBYVILLE ROAD SHELBYVILLE ROAD

SANMH

EX. 8"

SE

WE

R

EX. 8" SEWER

{ EX. 24" RCP

{ EX. 18" RCP

EX. 18

" R

CP}

EX. PIPE

10"

10"

20"

14"

8"

8"8"

14"

8"

8"

14"8"

14"

8" 8"

20"

YSWV

CP 285

YSWV

YSWV

COMMUNICTION BOX

YSWV

CP 284

CP 286

WV#47966-87832

ANCHOR POLE DBI

FLUME

EX. DRAIN

IP

EX. 24"

RC

P}

CONDOMINIUMS

136-152

100-118

CO

UR

TP

RO

ME

NA

DE

RO

AD

ST

ATIO

NC

AM

BRID

GE

EN

TA

NC

E

AS

PH

AL

T

WARNING AREA

EX. DETECTABLE

WARNING AREA

EX. DETECTABLE

EX. PAVED DITCH

{ EX. 24"x18" ELLIPTICAL

SSMH

SIGN

OUTLET

NO

SHELBYVILLE FRONTAGE ROAD

A (MOD)

CBI TYPE

B1

JB TYPE

TYPE 1

MSD CB

24" {12" }

12"{

TYPE 1

MSD CB

C

56

+00 5

7+00

58

+00

59

+00

60

+00


4" CONC.

SIDEWALK

(LF) *

CURB

HEADER

STD.

(LF) *

CURB (MOD)

HEADER

STD.

(SQFT)

WARN.

DETECT.


LT -

SHEET 2)

(SEE

SECT. NO.

TYP.

**

(EACH)

RAMP

SW



16 1 30


4" CONC.

SIDEWALK

(LF) *

CURB

HEADER

STD.

(LF) *

CURB (MOD)

HEADER

STD.

(SQFT)

WARN.

DETECT.


RT 2

SHEET 2)

(SEE

SECT. NO.

TYP.

**

(EACH)

RAMP

SW



1 20

56+00 - 57+20.1 109 77

RT 157+20.1 - 59+50 154

RT 3 8 26

17.49' RT

+41.43

19.27' RT

+48.98

38.88' RT

+47.50

31.50' RT

+47.50

19.00' RT

+65.0019.00' RT

+74.03

18.90' RT

+54.3610.84' RT

+50.00

2.00' LT

+20.00

1.50' RT

+60.622.00' LT

+60.62

59+50 - 59+75.3

(SQYD)

BLANKET

CONTROL

EROSION

(SQYD)

BLANKET

CONTROL

EROSION

50+41.0 - 56+00 RT 2 545 18 373 1 20

8 1

414

52

118

17

64.81' LT

+13.66

58.27' LT

+27.53

50+13.4 - 50+28.8

69.66' LT

+15.60

10.36' RT

+50.70

5.00' RT

+20.12













655

660

665

670

0 5 10 15 20 25 30 35 40-5-10

51+11.50

655

660

665

670

655

660

665

670

0 5 10 15 20 25 30 35 40-5-10

51+61.87

655

660

665

670

655

660

665

670

0 5 10 15 20 25 30 35 40-5-10

51+84.06

655

660

665

670

655

660

665

670

0 5 10 15 20 25 30 35 40-5-10

52+00.00

655

660

665

670


EX. R/

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CO

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UIT

AS

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EV.

EX. T

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NE

CA

BL

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&

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EX. T

EL

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CA

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&

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EX.

WA

TE

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EX. R/

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ND

UIT

AS

SU

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D

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EV.

EX. T

EL

EP

HO

NE

CA

BL

E

&

AS

SU

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D

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EV.

EX.

WA

TE

R

LIN

E

EX. R/

W

CO

ND

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D

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EX. T

EL

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HO

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CA

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EX.

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FL 663.11

IE 661.11

RIM 663.67




IE 661.04

1.0%

EX. 18" RCP

EX. 18" RCP

RIM 664.24




FL 664.00

IE 661.50

1.0%

IE 661.43

RIM 664.56

FRAME AND LID TYPE 1.

NO. RDM-050, WITH MANHOLE

AS SHOWN IN STANDARD DRAWING

REINFORCED CONCRETE TOP SLAB

RAISE TO GRADE AND CONSTRUCT

REMOVE TOP PHASE OF INLET,

10.44' RT RECONST INLET --

TYPE B1.

RECONSTRUCT AS JUNCTION BOX

RAISE TO GRADE AND


9.73' RT RECONSTRUCT INLET:

TYPE B1.

RECONSTRUCT AS JUNCTION BOX

RAISE TO GRADE AND


9.76' RT RECONSTRUCT INLET:



T/G 663.63

IE 661.37

INLET TYPE 6D - H=2.26'

12.24' RT CONST. 1 ~ DROP BOX

STA.51+11.50 TO STA.52+00

PIPE SECTIONS


STORM SEWER PIPE

CONST. 7 L.F. OF 12"

STORM SEWER PIPE


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665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

57+08.00

665

670

675

680

660

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

57+67.68

660

665

670

675

680

660

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

660

665

670

675

680


AS

SU

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EV.

EX.

WA

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AS

SU

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EX.

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EX.

WA

TE

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{EX. 24" RCP

FL 670.86

IE 668.86

RIM 670.99

IE 668.83

STORM SEWER PIPE



INLET TYPE A (MOD) - H=2.00'

3.84' RT CONST. 1 ~ CURB BOX TYPE B1 (NO. 1) - H=2.17'

19.00' RT CONST. 1 ~ JUNCTION BOX

IE 668.52



T/G 671.36

BASIN TYPE 1 - H=2.83'

20.45' RT CONST. 1 ~ MSD CATCH



0.3%

BASIN TYPE 1 - H=3.33'

24.80' RT CONST. 1 ~ MSD CATCH

T/G 672.15

IE 668.82

EX. 21" EQUIV. RCP

(REMOVE EX. HDWL.)

58+26.58

STA.57+08 TO STA.58+26.58

PIPE SECTIONS


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660

665

670

0 5 10 15 20 25 30 35 40-5-10

51+00

655

660

665

670

655

660

665

670

0 5 10 15 20 25 30 35 40-5-10

51+50

655

660

665

670

655

660

665

670

675

0 5 10 15 20 25 30 35 40-5-10

52+00

655

660

665

670

675

655

660

665

670

675

0 5 10 15 20 25 30 35 40-5-10

52+50

655

660

665

670

675

655

660

665

670

675

0 5 10 15 20 25 30 35 40-5-10

53+00

655

660

665

670

675

660

665

670

675

0 5 10 15 20 25 30 35 40-5-10

53+50

660

665

670

675

EX.P

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EX.P

SH

EX.P

SH

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CO

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V.

EX. TELEP

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&

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D

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EX.

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EX. R/

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ASS

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ED

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6:1

6:1

6:1

EX.P

SH

6'

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EX. CURB

EX. CURB

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

REQUIREDSLOPE AS

REQUIRED

SLOPE AS

1.0%

1.0%

6'

1.0%

6'

EL=662.94

RT 1.50'

EL=663.63

RT 1.50'

EL=664.23

RT 1.50'

EL=665.08

RT 1.50'

EL=665.89

RT 1.50'

EL=666.70

RT 1.50'

18" PIPE

EX.

18" PIPE

EX.

6'

(MAX)

2.0% 1' @ 4%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

FOR DETAILS

PIPE SECTIONS

DBI - SEE

EXCAVATION)(INCLUDED IN ROADWAYREMOVE EX. PVMT & CURB

EXCAVATION)(INCLUDED IN ROADWAYREMOVE EX. PVMT & CURB


STA.51+00 TO STA.53+50

CROSS SECTIONS


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665

670

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0 5 10 15 20 25 30 35 40-5-10

54+00

660

665

670

675

680

660

665

670

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680

0 5 10 15 20 25 30 35 40-5-10

54+50

660

665

670

675

680

660

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

55+00

660

665

670

675

680

660

665

670

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0 5 10 15 20 25 30 35 40-5-10

55+50

660

665

670

675

680

660

665

670

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680

0 5 10 15 20 25 30 35 40-5-10

56+00

660

665

670

675

680

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

56+50

665

670

675

680

EX.P

SH

EX.P

SH

EX.P

SH

EX.P

SH

EX. R/

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EX. R/

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AS

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EX.

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AS

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D

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EV.

EX.

WA

TE

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AS

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ME

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EX.

WA

TE

R

LIN

EA

SS

UM

ED

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6:1

6:1

6:1

6:1

6:1

6:1EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

HEADER CURB

PROPOSED STD.

EL=667.31

RT 1.50'

EL=668.01

RT 1.50'

EL=668.76

RT 1.50'

EX. CURB

EX. CURB

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

(REMOVE)

(REMOVE)

PAVEMENT

EXIST.

EL=669.87

RT 1.50'

2.0%

SEE DETAIL ON SHEET R2

PROPOSED PAVEMENT


PROPOSED PAVEMENT

2.0%

PAVEMENT

EXIST.

EL=669.35

RT 1.50'

MATCH EX. PVMT.

2' LT - SAWCUT &

MATCH EX. PVMT.

2' LT - SAWCUT &

MATCH EX. PVMT.

2' LT - SAWCUT &

2.0%


PROPOSED PAVEMENTEL=670.49

RT 1.50'PAVEMENT

EXIST.


STA.54+00 TO STA.56+50

CROSS SECTIONS


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57+00

665

670

675

680

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

57+50

665

670

675

680

660

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

58+00

660

665

670

675

680

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

58+50

665

670

675

680

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

59+00

665

670

675

680

665

670

675

680

0 5 10 15 20 25 30 35 40-5-10

59+50

665

670

675

680

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EX.

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AS

SU

ME

D

EL

EV.

EX.

WA

TE

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AS

SU

ME

D

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EX.

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4:1

4:1

12:1

6:1

EX. CURB

EX. CURB

EX. CURB

EX. CURB

EX. CURB

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

EXIST. PAVEMENT

HEADER CURB

PROPOSED STD.

EL=670.97

RT 3.43'

12" PIPE

24" PIPE

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

6'

1' @ 4%(MAX)

2.0%

(SEE PLANS)

FRONTAGE ROAD

CONNECTION TO

SIDEWALK SPUR

EX. CURB

(REMOVE)

6:1

EL=671.80

RT 22.43'

2' F.B. DT.

2' F.B. DT.

2' F.B. DT.

2' F.B. DT.

57+70 - BEGIN

2' F.B. DT.

58+25 - END


STA.57+00 TO STA.59+50

CROSS SECTIONS


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1 SS Rental Properties, LLC 83 0 0 DB 9682, PG 557

DB 9069, PG 312002

DB 10314, PG 8920003

0004

0005

Grand Prix Louisville (RI) LLC

Country Squire Enterprises, LLC

JKMS, LLC


DB 8959, PG 11

DB 8264, PG 70

565

667

822

855

0.529 23,052

3.000 130,680

1.632 71,099

3.789 165,049

4.421 192,567

316 0

1.632 71,099

3.789 165,049

1.632 71,099

3.789 165,049

4.421 192,567 4.421 192,567

3.000 130,680 3.000 130,680

0.529 23,052 0.529 23,052

RIGHT OF WAY SUMMARY

YES

SEWER

SYSTEM

TYPEACRESSQ. FT.

EASEMENTS

PERMANENT TEMPORARY

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

ACRES ACRESSQ. FT. SQ. FT.

PORTION REMAINING

SQ. FT.

EXCESS PURCHASED

ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.

LEFT RIGHT

AREA SEVERED

NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE

1. PRIVATE - INDIVIDUAL

3. PUBLIC

4. NONE

5. NOT APPLICABLE

C - COMMERICAL

R - RESIDENTIAL

F - FARM

S - STORAGE

2. PRIVATE - MULTI PARTY

SQ. FT.

SOURCE OF TITLE

C R F SNO

BY PROJECT

AFFECTED

SEWER SYSTEM

NUMBER

BUILDINGS ACQUIRED

OWNER(S)NO.

PARCEL

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PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.

REMARKS*

*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)

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RIGHT OF WAY SUMMARY SHEET

Documents

Commonwealth of Kentucky DEPARTMENT OF …transportation.ky.gov/Construction-Procurement/Project...DATE: Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS E-S H E E T N A M E: M ic r