Carmel_Dr_and_AAA_Way_to_Keystone_Way_Improvements_-_Road_Plans.pdf

LOCATION MAP

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2024, INDOT

SUPPLEMENTAL SPECIFICATIONS.

NO. DATE REVISIONS APPR.BY

DATE

PLANS PREPARED BY:

OWNER

CITY OF CARMEL

ONE CIVIC SQUARE

CARMEL, INDIANA 46032

(317) 571-2400

BOARD OF PUBLIC WORKS AND SAFETY

APPROVED BY:

PROJECT LOCATION

GRAPHIC SCALES

20000 1000

CITY OF CARMEL

CITY COUNCIL MEMBERS

APPROVED BY: DATE

JEREMY KASHMAN, PE

www.hwcengineering.com

MUNCIE - NEW ALBANY - HAMMOND

INDIANAPOLIS - TERRE HAUTE - LAFAYETTE

PROJECT NO. 16-ENG-46

FEET

TAFDESIGNED: JRWCHECKED:

JRWCHECKED:JAHDRAWN:

TITLE SHEET & INDEX SHEET

DESIGNATIONSHEET NO.

INDEX

2 UTILITY CONTACTS & GENERAL NOTES

TOPOGRAPHIC SURVEY BY:

(317) 347-3663

HWC ENGINEERING

135 N PENNSYLVANIA ST #2800

INDIANAPOLIS, INDIANA 46204

29 36 PLAN & PROFILE

TYPICAL CROSS SECTIONS

P R

O

JE

C T N

O -E

N G -4

C

A R

M E L D

R A

A A W

A Y I

M P

R O

V E

M E

N T S

CARMEL DR & AAA WAY IMPROVEMENTS

AAA WAY TO KEYSTONE WAY

-8 28

-3 6

GEOMETRIC LAYOUT SHEET

HONORABLE SUE FINKAM, MAYOR

CITY OF CARMEL STANDARDS, V2.9 (2024);

LAURA CAMPBELL - MEMBER

ALAN POTASNIK - MEMBER

RICH TAYLOR

JEFF WORRELL

RYAN LOCKE

TONY GREEN

ADAM AASEN

TERESA AYERS

MATT SNYDER

SHANNON MINNAAR

ANITA JOSHI

40-37

43-41 LIGHTING PLANS

CHIEF INFRASTRUCTURE OFFICER

CERTIFIED BY:Joseph Wright, PE

R-3-E R-4-E

R-3-E R-4-E

T

N

T

N

JIM BARLOW - PRESIDING OFFICER

PLANS

FIELD CHECK

PRELIMINARY

44 - 45 STRUCTURE DATA TABLE

58 - 68 CROSS SECTIONS

46 50

SIGNING AND PAVEMENT MARKING PLANS

WATER PLANS

51- 57

MAINTENANCE OF TRAFFIC

SANITARY SEWER PLANS

GENERAL NOTES

UTILITY CONTACTS &

SCOOK@CARMEL.IN.GOV

(317) 733-2855

STEVE COOK

CARMEL, IN 46032

30 W MAIN ST, STE 220

CARMEL WATERWATER:

BDONALD@CARMEL.IN.GOV

(317) 315-7218 (c)

(317) 571-2634 (o)

BEN DONALD

CARMEL, IN 46280

9609 HAZEL DELL PKWY.

CARMEL SANITARYSEWER:

MHENDRICKS@CARMEL.IN.GOV

(317) 571-2477

MIKE HENDRICKS

JDUFFY@CARMEL.IN.GOV

(317) 571-2443

JOHN DUFFY

CARMEL, IN 46032

30 W MAIN ST, STE 220

CARMEL UTILITIES - SEWER & WATER

CARMEL STREET DEPT. - SIGNALSMUNICIPAL:

that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities.

The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify

The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned.

Note: The underground utilities shown have been located from field survey information and existing drawings.

24 HOURS A DAY 7 DAYS A WEEK

1-800-382-5544 OR CALL 811

INDIANA UNDERGROUND

underground location service two (2) working days before commencing work.

Per Indiana State Law IC-8-1-26-16, It is against the law to excavate without notifying the

INDIANA UNDERGROUND PLANT PROTECTION SERVICE, INC.

Note: Listed below are the Indiana Underground Plant Protection Services Contracts; Others not listed may exist.

JRW

JAH

JRW

SEM

N/A

N/A

WLAND@ENTRUSTSOL.COM

(812) 827-3438 (c)

(317) 419-6145 (o)

WHITNEY LAND

CARMEL, IN 46032

11555 N MERIDIAN ST, STE 220

CENTERPOINT ENERGYGAS:

DEI-DLINE-COORD@DUKE-ENERGY.COM

(317) 703-0681

BRYNN STREETER

NOBLESVILLE, IN 46062

100 S MILL CREEK RD.

DUKE ENERGY DISTRIBUTIONELECTRIC:

WAYLON.HIGGINS@ZAYO.COM

(765) 341-1199

WAYLON HIGGINS

INDIANAPOLIS, IN 46214

722 N HIGH SCHOOL RD.

ZAYO

RRHWYPERMITS@METRONETINC.COM

GENERAL EMAIL

METRONET

RELOCATIONS@LUMEN.COM

GENERAL EMAIL

LUMEN NATIONAL

FIBER.DIG@CROWNCASTLE.COM

CANONSBURG, PA 15317

200 CORPORATE DR.

CROWNCASTLE (FIBER DIG TEAM)COMMUNICATIONS:

RHONDA_DALTON@COMCAST.COM

(224) 229-5849

RHONDA DALTON

ELMHURST, IL 60126

688 INDUSTRIAL DR.

COMCAST

BYRON.POSEY@CHARTER.COM

(317) 339-9075

BYRON POSEY

INDIANAPOLIS, IN 46218

3030 ROOSEVELT AVE.

SPECTRUM

MRINEHART@CARMEL.IN.GOV

(317) 506-8449

MORGAN RINEHART

CARMEL, IN 46032

31 1ST AVE. NW

CARMEL COMMUNICATIONS

BB3525@ATT.COM

(317) 459-4769

BRAD BAILEY

INDIANAPOLIS, IN 46204

240 N MERIDIAN ST.

AT&T DISTRIBUTIONCOMMUNICATIONS:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

File: www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

DATE

CITY OF CARMEL

UTILITIES GENERAL NOTES

16-ENG-46

ELECTRONIC

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

N/A

N/A

16-ENG-46

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

OFZ

1.50'

Curb Offset

1.00'

Curb Offset

1.00'

Median

6.00'

OFZ

1.50'

Outside Westbound Travel Lane

11.00'

Inside Westbound Travel Lane

11.00'

Outside Eastbound Travel Lane

11.00'

Inside Eastbound Travel Lane

11.00'

Sidewalk

5.00'

Tree Lawn

Varies

OFZ

1.50'

Sidewalk

5.00'

Tree Lawn

5.00'

Outside Westbound Travel Lane

11.0'±

Inside Westbound Travel Lane

11.0'±

Westbound Left Turn Lane

12.5'±

Inside Eastbound Travel Lane

11.0'±

Outside Eastbound Travel Lane

11.0'±

OFZ

1.50'

Outside Eastbound Travel Lane

11.0'±

Inside Eastbound Travel Lane

11.0'±

Eastbound Left Turn Lane

12.5'±

Inside Westbound Travel Lane

11.0'±

Outside Westbound Travel Lane

11.0'±

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

Varies

Shared-Use Path

10.00'

Tree Lawn

6.00'

Shared-Use Path

10.00'

2.00' 2.00'

2.00' 2.00'

2.00' 2.00'

1.00' 1.00'

1.00' 1.00'

Legend

K1

330 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm

250 lb/sys QC/QA-HMA, 3, 76, Intermediate, OG, 19.0 mm, on

385 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm, on

275 lb/sys QC/QA-HMA, 3, 64, Intermediate, 19.0 mm, on

165 lb/sys QC/QA-HMA, 3, 70, Surface, 9.5 mm, on

Full-Depth HMA Pavement, Consisting of:

K2

Compacted Aggregate, No. 53O

Subgrade Treatment, Type IBCT1

Subgrade Treatment, Type IIIT2

6 in. UnderdrainU

Curb and Gutter, Concrete, Type II13

Sodding26

Notes

F Sidewalk, Concrete, 4 in.

15 Straight Concrete Curb

Roll Curb for Truck Apron

C

10 in. Compacted Aggregate, No. 53

Colored and Jointed Concrete, 7 in., on

Concrete Truck Apron, Consisting of:

TYPICAL CROSS SECTIONS

" = 1'-0"4

" = 1'-0"4 intermediate layers of asphalt, per ISS 410.15.

Longitudinal joint adhesive shall be applied to surface and 3.

ISS 406.05.

0.085 gal./sys, and on new asphalt at a rate of 0.065 gal./sys, per

Tack coat shall be applied on milled asphalt at an average rate of 2.

over longitudinal joints, applied at a width of 24 in., per ISS 401.15.

Liquid asphalt sealant shall be applied to surface layer asphalt 1.

Geogrid, Type IB (as directed by the Engineer)

6 in. Compacted Aggregate, No. 53

275 lb/sys HMA Intermediate, Type B, 19.0 mm, on

165 lb/sys HMA Surface, Type B, 9.5 mm, on

HMA Shared-Use Path, Consisting of:

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

File:

DESIGNED:

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

2.00% 2.00% 1.50% 2.00%

LC

Line "PR-C"

2.00%2.00%1.50% 2.00%

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C"

TYPICAL FULL-DEPTH SECTION: CARMEL DRIVE

2.00% 2.00%

P.G.

2.00%2.00% 2.00%

TYPICAL FULL-DEPTH SECTION: CARMEL DRIVE

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C"

2.00% 2.00%2.00% 2.00%1.50% 1.50%

LC

Line "PR-C"

2.00% 2.00%

TYPICAL FULL-DEPTH SECTION: CARMEL DRIVE

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C"

2.00%2.00% 2.00%

LC

Line "PR-C"

2.00%1.50% 1.50%

UO 13

UO 13

UO 13

K2T2

K2T2

K1

K1

K1 T1

T1

T1

K2 T2

K2 T2

U13 O

U13 O

U13 O

K1T1

FF

3:1 Max

3:1 Ma x

3:1 Ma x

3:1 Max

3:1 Max

3:1 Ma x

3:1 Ma x

3:1 Max

3:1 Max

3:1 Ma x

3:1 Ma x

3:1 Max

& P.G.

Crown

& P.G.

Crown

Southbound Travel Lane

15.00'

Northbound Travel Lane

15.00'

OFZ

1.50'

Southbound Travel Lane

10.00'

Northbound Travel Lane

10.00'

OFZ

1.50'

OFZ

1.50'

Sidewalk

6.00'

Parking Lane

7.00'

Southbound Travel Lane

10.00'

Northbound Travel Lane

10.00'

Parking Lane

7.00'

OFZ

1.50'

Sidewalk

6.00'

Curb Offset

2.00'

OFZ

1.50'

2.00'2.00'

OFZ

1.50'

2.00'

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

Tree Lawn

6.00'

Shared-Use Path

10.00'

2.00'

1.00'

1.00' 2.00' 2.00'

2.00'2.00'

2.00'

N/A

N/A

TYPICAL CROSS SECTIONS

" = 1'-0"4

" = 1'-0"4

Legend

K1

330 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm

250 lb/sys QC/QA-HMA, 3, 76, Intermediate, OG, 19.0 mm, on

385 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm, on

275 lb/sys QC/QA-HMA, 3, 64, Intermediate, 19.0 mm, on

165 lb/sys QC/QA-HMA, 3, 70, Surface, 9.5 mm, on

Full-Depth HMA Pavement, Consisting of:

K2

Compacted Aggregate, No. 53O

Subgrade Treatment, Type IBCT1

Subgrade Treatment, Type IIIT2

6 in. UnderdrainU

Curb and Gutter, Concrete, Type II13

Sodding26

Notes

F Sidewalk, Concrete, 4 in.

15 Straight Concrete Curb

Roll Curb for Truck Apron

C

10 in. Compacted Aggregate, No. 53

Colored and Jointed Concrete, 7 in., on

Concrete Truck Apron, Consisting of:

intermediate layers of asphalt, per ISS 410.15.

Longitudinal joint adhesive shall be applied to surface and 3.

ISS 406.05.

0.085 gal./sys, and on new asphalt at a rate of 0.065 gal./sys, per

Tack coat shall be applied on milled asphalt at an average rate of 2.

over longitudinal joints, applied at a width of 24 in., per ISS 401.15.

Liquid asphalt sealant shall be applied to surface layer asphalt 1.

Geogrid, Type IB (as directed by the Engineer)

6 in. Compacted Aggregate, No. 53

275 lb/sys HMA Intermediate, Type B, 19.0 mm, on

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LC

Line "S-1-C"

2.00%

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "S-1-C"

1.50%

LC

Line "S-2-C"

2.00%1.50% 2.00%

TYPICAL FULL-DEPTH SECTION: KINZER AVENUE

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "S-2-C"

2.00%

LC

Line "S-2-C"

2.00% 2.00%

TYPICAL FULL-DEPTH SECTION: KINZER AVENUE

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "S-2-C"

2.00%

TYPICAL FULL-DEPTH SECTION: AAA WAY

2.00%

& P.G.

Crown

& P.G.

Crown

& P.G.

Crown

2.00% 2.00%

UO 13

UO 13

UO 13

K2T2

K1

K1

K1

T1

T1

T1

U13 O

U13 O

U13 O

26F

1.50% 2.00%

F 15

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "S-1-C"

See Partial Section

K1

3:1

2.00%1.50%

K2T2

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

OFZ

Shared-Use Path

10.00'

Tree Lawn

6.00'

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

Curb Offset

1.00'

Curb Offset

1.00'

Splitter Island

Varies

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

Curb Offset

1.00'

Curb Offset

1.00'

Splitter Island

Varies

OFZ

1.50'

OFZ

1.50'

OFZ

1.50'

OFZ

1.50'

Sidewalk

5.00'

Tree Lawn

Varies

Sidewalk

6.00'

Sidewalk

5.00'

Tree Lawn

5.00'

Shared-Use Path

10.00'

OFZ

1.50'

Sidewalk

6.00'

OFZ

1.50'

Northbound Lane

Varies

Southbound Lane

Varies

Outside Westbound Lane

Varies

Inside Westbound Lane

Varies

Outside Eastbound Lane

Varies

Inside Eastbound Lane

Varies

2.00' 2.00'

2.00'

Shared-Use Path

10.00'

Tree Lawn

6.00' 2.00'

2.00'2.00'

OFZ

1.50'

1.00'

1.00'

1.00'

1.00'

1.00'

1.00'

TYPICAL CROSS SECTIONS

" = 1'-0"4

" = 1'-0"4

Legend

K1

330 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm

250 lb/sys QC/QA-HMA, 3, 76, Intermediate, OG, 19.0 mm, on

385 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm, on

275 lb/sys QC/QA-HMA, 3, 64, Intermediate, 19.0 mm, on

165 lb/sys QC/QA-HMA, 3, 70, Surface, 9.5 mm, on

Full-Depth HMA Pavement, Consisting of:

K2

Compacted Aggregate, No. 53O

Subgrade Treatment, Type IBCT1

Subgrade Treatment, Type IIIT2

6 in. UnderdrainU

Curb and Gutter, Concrete, Type II13

Sodding26

Notes

F Sidewalk, Concrete, 4 in.

15 Straight Concrete Curb

Roll Curb for Truck Apron

C

10 in. Compacted Aggregate, No. 53

Colored and Jointed Concrete, 7 in., on

Concrete Truck Apron, Consisting of:

intermediate layers of asphalt, per ISS 410.15.

Longitudinal joint adhesive shall be applied to surface and 3.

ISS 406.05.

0.085 gal./sys, and on new asphalt at a rate of 0.065 gal./sys, per

Tack coat shall be applied on milled asphalt at an average rate of 2.

over longitudinal joints, applied at a width of 24 in., per ISS 401.15.

Liquid asphalt sealant shall be applied to surface layer asphalt 1.

Geogrid, Type IB (as directed by the Engineer)

6 in. Compacted Aggregate, No. 53

275 lb/sys HMA Intermediate, Type B, 19.0 mm, on

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

TWO-LANE ROUNDABOUT ENTRANCE/EXIT

2.00% 2.00% 1.50% 2.00%

2.00%2.00%1.50% 2.00%

Varies

ONE-LANE ROUNDABOUT ENTRANCE/EXIT

2.00% 2.00% 1.50%

2.00% 2.00%1.50% Varies

1.50%2.00% 1.50%

UO 13

UO 13

K2T2

K2T2 K1

K1 T1

T1

K2 T2

K2 T2

U13 O 26

26 26U13 O

K1

K1

T1

T1

F

15 15

15 15 K2 T2

1.50%

F

2.00%1.50%

UO 13F UO 13

See Partial Sections Below See Partial Sections Below

U O13U O13

See Partial Sections Below

1.50%

F UO 13

2.00%

26 UO 13 U O13

See Partial Sections Below

Sta. XX+XX.XX to Sta. XX+XX.XX

Sta. XX+XX.XX to Sta. XX+XX.XX

Sta. XX+XX.XX to Sta. XX+XX.XX

Sta. XX+XX.XX to Sta. XX+XX.XX

1.50%

K2T2

Sta. XX+XX.XX to Sta. XX+XX.XX Sta. XX+XX.XX to Sta. XX+XX.XX Sta. XX+XX.XX to Sta. XX+XX.XX

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C" Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C"

Sta. XX+XX.XX to Sta. XX+XX.XX Sta. XX+XX.XX to Sta. XX+XX.XX Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C" Sta. XX+XX.XX to Sta. XX+XX.XX - Line "PR-C"

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

26 26

3:1 Ma x

3:1 Max

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Max

3:1 Ma x

3:1 Max

3:1 Max

3:1 Ma x

Curb Offset

Circulatory Lane

15.00'

OFZ

1.50'

Shared-Use Path

10.00'

Tree Lawn

6.00'

Truck Apron

Varies

Center Island

13.75'

Truck Apron

Varies

Center Island

13.75'

Curb Offset

1.50'

Outside Circulatory Lane

15.00'

Inside Circulatory Lane

15.00'2.00' 2.00'

2.00'

1.00'

24"

18"6"

3 "

2"R

1"R 1"R 2

Lap

6"

12"24"

4"

Curb & Gutter

24"

12"

14"

24"

R

R

9"

4" 2"R

TYPICAL CROSS SECTIONS

" = 1'-0"4

" = 1'-0"4

Legend

K1

330 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm

250 lb/sys QC/QA-HMA, 3, 76, Intermediate, OG, 19.0 mm, on

385 lb/sys QC/QA-HMA, 3, 64, Base, 25.0 mm, on

275 lb/sys QC/QA-HMA, 3, 64, Intermediate, 19.0 mm, on

165 lb/sys QC/QA-HMA, 3, 70, Surface, 9.5 mm, on

Full-Depth HMA Pavement, Consisting of:

K2

Compacted Aggregate, No. 53O

Subgrade Treatment, Type IBCT1

Subgrade Treatment, Type IIIT2

6 in. UnderdrainU

Curb and Gutter, Concrete, Type II13

Sodding26

Notes

F Sidewalk, Concrete, 4 in.

15 Straight Concrete Curb

Roll Curb for Truck Apron

C

10 in. Compacted Aggregate, No. 53

Colored and Jointed Concrete, 7 in., on

Concrete Truck Apron, Consisting of:

intermediate layers of asphalt, per ISS 410.15.

Longitudinal joint adhesive shall be applied to surface and 3.

ISS 406.05.

0.085 gal./sys, and on new asphalt at a rate of 0.065 gal./sys, per

Tack coat shall be applied on milled asphalt at an average rate of 2.

over longitudinal joints, applied at a width of 24 in., per ISS 401.15.

Liquid asphalt sealant shall be applied to surface layer asphalt 1.

Geogrid, Type IB (as directed by the Engineer)

6 in. Compacted Aggregate, No. 53

275 lb/sys HMA Intermediate, Type B, 19.0 mm, on

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

2.00% 2.00% 1.50% 2.00%

2.00%

6:1 Max.

LB

Line "R-1-C" & "R-2-C"

2.00% 2.00%

6:1 Max.

LB

Line "R-1-C" & "R-2-C"

Splitter Island

Varies

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "R-2-C"

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "R-1-C"

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "R-2-C"

Sta. XX+XX.XX to Sta. XX+XX.XX - Line "R-1-C"

Splitter Island

Varies

P.G.

P.G.

TWO-LANE ROUNDABOUT SECTION

ONE-LANE ROUNDABOUT SECTION

T1

T1 K2 T226 26

K1

K1

15 U13 O 15

U

U

C

C

T1

T1

See Partial Section

3:1 Ma x

3:1 Max

Concrete

Class "A"

"/ft2

SCALE: 1" = 1'-0"

CURB & GUTTER, CONCRETE, TYPE II DETAIL

O

SCALE: 1" = 1'-0"

3" 6" 3" Aggregate

No. 8 Washed

U

Overlapped at Subgrade

Along Perimeter of Trench, Non-Woven Filter Fabric

UNDERDRAIN DETAIL

U

T1 T1

O

T1

2.00%

3" Top Soil

Backfill

Compacted

2.00%

FULL-DEPTH PAVEMENT EDGE COURSE DETAIL

Tree Lawn Full-Depth Pvmt.

" = 1'-0"4

3SCALE:

K2

T2

1.50%

SHARED-USE PATH EDGE COURSE DETAIL

Shared-Use Path

1.50%

" = 1'-0"4

3SCALE:

3:1

3:1

Scale: 1" = 1'-0"

"8

91 "3 Concrete

Class "A" about edge of pavement.

" 8 3back of mold clockwise

During construction, rotate

ROLL CURB FOR TRUCK APRON

Scale: 1" = 1'-0"

Concrete

Class "A"

CURB & GUTTER, CONCRETE, TYPE III DETAIL

Pvmt. Grade

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

$FILE$File:

P lo t:

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

GEOMETRIC LAYOUT SHEET

N/A

1" = 50'

Carmel Drive Carmel Drive A

A A W a y

E: 201251.5077

N: 1717174.2157

8.32' Rt.

O.P.O.T. 32+00.00 "C"

P.O.T. 100+00.00 "PR-C" =

E: 202251.5296

N: 1717181.7967

1.75' Lt.

O.P.O.T. 42+00.00 "C"

P.O.T. 110+05.78 "PR-C" =

E: 202551.5243

N: 1717179.3019

P.O.T. 45+00.00 "C"

E: 201051.5290

N: 1717183.0372

P.O.T. 30+00.00 "C"

E: 201376.6167

N: 1717173.9041

P.C. 101+25.11 "PR-C"

E: 201393.9405

N: 1717173.8610

P.I. 101+42.43 "PR-C"

E: 201411.1047

N: 1717176.2077

P.T. 101+59.70 "PR-C"

E: 201471.2458

N: 1717184.4303

P.C. 102+20.40 "PR-C"

E: 201482.7158

N: 1717185.9985

P.I. 102+31.98 "PR-C"

E: 201494.2816

N: 1717186.5000

P.T. 102+43.54 "PR-C"

E: 202032.3375

N: 1717182.3426

P.I. 107+87.57 "PR-C"

E: 201986.8443

N: 1717199.0154

P.C. 107+39.12 "PR-C"

E: 201566.1021

N: 1716885.8536

P.O.T. 17+00.00 "S-1-C" E: 201565.7521

N: 1717021.7507

P.C. 18+35.90 "S-1-C"

E: 201565.7097

N: 1717038.2126

P.I. 18+52.36 "S-1-C"

E: 201563.5090

N: 1717054.5268

P.R.C. 18+68.77 "S-1-C"

E: 201556.2766

N: 1717108.1440

P.I. 19+22.88 "S-1-C" E: 201560.6806

N: 1717162.0674

P.T. 19+76.56 "S-1-C"

Line "PR-C"

Line "C"

L in e

S -1 -C

L in e

S -2 -C

L in e

S -2 -C

E: 201972.0679

N: 1718007.4520

P.O.T. 18+00.00 "S-2-C"

Matchline 16+00 "S-2-C"

Matchline 16+00 "S-2-C"

E: 201972.1386

N: 1717770.7236

P.T. 15+63.27 "S-2-C"

E: 201972.1484

N: 1717737.7777

P.I. 15+30.49 "S-2-C"

E: 201966.5168

N: 1717705.3166

P.R.C. 14+97.54 "S-2-C"

E: 201960.8851

N: 1717672.8555

P.I. 14+64.76 "S-2-C" E: 201960.8949

N: 1717639.9096

P.C. 14+31.81 "S-2-C"

E: 201960.9709

N: 1717385.5654

P.T. 11+77.47 "S-2-C"

E: 201960.9784

N: 1717360.3050

P.I. 11+52.25 "S-2-C"

E: 201963.5318

N: 1717335.1739

P.R.C. 11+26.99 "S-2-C"

E: 201968.5768

N: 1717285.5193

P.I. 10+77.41 "S-2-C"

9 10 11 12 1413

3 4 5 6 7

E: 201636.0670

N: 1717184.5886

P.C. 103+85.55 "PR-C"

E: 201654.7426

N: 1717183.3408

P.I. 104+04.27 "PR-C"

E: 201673.3958

N: 1717184.8877

P.T. 104+22.92 "PR-C"

E: 201562.9191

N: 1717189.4761

P.O.T. 20+04.06 "S-1-C"

P.I. 103+12.24 "PR-C" =

E: 201961.0238

N: 1717208.4784

P.O.T. 10+00.00 "S-2-C"

P.I. 107+11.62 "PR-C" =

E: 201790.8902

N: 1717194.6317

P.C. 105+40.81 "PR-C"

E: 201820.5188

N: 1717197.0888

P.I. 105+70.55 "PR-C"

E: 201849.9490

N: 1717201.3018

P.R.C. 106+00.26 "PR-C"

E: 201874.7659

N: 1717204.8543

P.I. 106+25.31 "PR-C"

E: 201899.8137

N: 1717205.9067

P.T. 106+50.36 "PR-C"

E: 201916.4488

N: 1717206.6056

P.O.C. 0+00.00 "R-2-C"

P.O.T. 106+67.01 "PR-C" =

E: 201963.7070

N: 1717235.8472

P.C. 10+27.50 "S-2-C"

Line "R-1-C"

Line "R-2-C"

E = 0.60'

L = 34.59'

T = 17.32'

R = 250.00'

P.I. = 101+42.43 "PR-C"

CURVE DATA

E = 0.27'

L = 23.14'

T = 11.58'

R = 250.00'

P.I. = 102+31.98 "PR-C"

CURVE DATA

P.I. = 103+12.24 "PR-C"

(No Curve)

CURVE DATA

E = 0.70'

L = 37.36'

T = 18.72'

R = 250.00'

P.I. = 104+04.27 "PR-C"

CURVE DATA

E = 0.44'

L = 59.44'

T = 29.73'

R = 1000.00'

P.I. = 105+70.55 "PR-C"

CURVE DATA

E = 0.63'

L = 50.10'

T = 25.07'

R = 500.00'

P.I. = 106+25.33 "PR-C"

CURVE DATA

P.I. = 107+11.62 "PR-C"

(No Curve)

CURVE DATA

N '0

"W

K in z e r

A v e n u e

N '0

"W

E: 202080.7894

N: 1717182.2219

P.T. 108+35.04 "PR-C"

K in z e r

A v e n u e

E = 0.64'

L = 50.48'

T = 25.26'

R = 500.00'

P.I. = 11+52.25 "S-2-C"

CURVE DATA

E = 2.48'

L = 99.49'

T = 49.91'

R = 500.00'

P.I. = 10+77.41 "S-2-C"

CURVE DATA

E = 2.92'

L = 107.79'

T = 54.10'

R = 500.00'

P.I. = 19+22.88 "S-1-C"

CURVE DATA

E = 0.54'

L = 32.88'

T = 16.46'

R = 250.00'

P.I. = 18+52.36 "S-1-C"

CURVE DATA

E = 4.24'

L = 95.92'

T = 48.45'

R = 275.00'

P.I. = 107+87.57 "PR-C"

CURVE DATA

E = 1.42'

L = 65.73'

T = 32.95'

R = 381.97'

P.I. = 14+64.76 "S-2-C"

CURVE DATA

E = 1.42'

L = 65.73'

T = 32.95'

R = 381.97'

P.I. = 15+30.49 "S-2-C"

CURVE DATA

45+0044+0043+0042+00

110+00109+00

41+00

108+00

40+00

39+0038+00

106+0

105+00

37+00

104+00

36+00

103+00

35+00

102+00

34+00 101+00

33+00

100+00

32+0031+00 Carmel Drive30+00

107+00

N '0

"W

111+00 112+00 113+00

M a tc h li n e

.0

P R -C

M a tc h li n e

.0

P R -C

114+00 115+00

E: 202745.7481

N: 1717180.5660

P.O.E. 115+00.00 "PR-C"

and "R-2-C" Geometric Layout Data.

Note: See Roundabout Detials "R-1-C"

E: 202551.5287

N: 1717181.0497

1.75' Lt.

O.P.O.T. 45+00.00

P.0.T. 113+05.78 "PR-C"

PHASE 1

M a tc h li n e S e e S h e e t $9

N/A

1" = 20'

- Due to open-cut work within the interchange lane drops were utilized to to maintain traffic through the interchange.

- Shift eastbound traffic back over prior to existing raised median approaching interchange.

- Utilize anchored barrier in locations of open-cut trenching (see water main and sanitary sewer plans).

- Shift traffic to utilize existing westbound lanes.

- Merge traffic to one lane in each direction along Carmel Dr.

Maintenance of Traffic - Phase 1 Scope:

M e d ic a l

D ri v e

Carmel Drive

H u n te rs D ri v e

App. Exist. R/W

Indiana Bell Telephone Esmt.

App. Exist. R/W

A p p P .L

App Esmt.

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

TAF

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

Type C Flashing Arrow Board

Const. Sign w/Type A Warning Light

WV

WV

WV

WV

WV

WV

WV

TB

TB

T R

A N

S T

R A

N S

T R

A N

S

PHASE 1

MAINTENANCE OF TRAFFIC

A A

A W a y

N/A

1" = 20'

M a tc h lin e S e e S h e e t $1

M a tc h li n e S e e S h e e t $8

App. Exist. R/W

Indiana Bell Telephone Esmt.

App. Exist. R/W

App. Esmt.

Line "PR-C"

Carmel Drive Line "PR-C"

L in e

S -1 -C

A p p

E x is t.

R /W

A p p

E s m t.

A p p

E x is t.

R /W

A p p

E s m t.

A p p

E s m t.

A p p P .L

A p p P .L

App. Esmt.

App. Exist. R/W

App. Exist. R/W

A p p P .L

A p p

E s m t.

S a n it a ry S e w e r

E a s e m e n t

D ri v e w a y E a s e m e n t

App. Esmt.

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

TAF

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

WV

WV

WV

WV

WV

WVWV

WV

WV

TB

TB

TB

TB

TB

TB

F

PHASE 1

MAINTENANCE OF TRAFFIC

N/A

1" = 20'

M a tc h li n e S e e S h e e t $1

Matchline See Sheet $13

M a tc h lin e S e e S h e e t $9

Carmel Drive

D ri v e w a y E a s e m e n t

G a s L in e E a s e m e n t

G a s L in e E a s e m e n t

App. Exist. R/W

App. Exist. R/W App. Exist. R/W

App. Exist. R/W

Line "PR-C"

Underground Cable Esmt.

L in e "S

-2 -C

L in e E a s e m e n t

N o n -E x c lu s iv e U n d e rg ro u n d

A p p P .L

A p p P .L

A p p P .L

A p p P .L

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

T S B

WVWV

WV

WV

WV

PHASE 1

MAINTENANCE OF TRAFFIC

M a tc h li n e S e e S h e e t $1

Matchline See Sheet $14

M a tc h li n e S e e S h e e t $1

N/A

1" = 20'

K e y s to n e W a y

K e y s to n e W a y

Carmel Drive

App. Exist. R/W

App. Exist. R/W

K e y s to n e P a rk w a y

K e y s to n e P a rk w a y

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

N/A

1" = 20'

M a tc h li n e S e e S h e e t $1

W a te rf o rd L a n e

Carmel Drive

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

B

T B T

BT

B

T B

T B

T B

T B

T

BT

B

T B

T B

T B

C

PHASE 1

MAINTENANCE OF TRAFFIC

M a tc h lin e S e e S h e e t $1

1" = 20'

N/A

App. Exist. R/W

App. Exist. R/W

App. P.L.

App. P.L.

A p p P .L

A p p P .L

Gas Line Easement

Gas Line Easement

Line "S-2-C"

App. P.L.

Underground Cable Esmt.

A p p P .L

Kinzer Avenue

G o lf v ie w D ri v e

A p p P

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

1" = 20'

N/A

M a tc h li n e S e e S h e e t $1

(SB Ramp from Keystone Parkway)

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

PHASE 2

M a tc h li n e S e e S h e e t $1

N/A

1" = 20'

- Shift westbound bound traffic to existing eastbound lane after existing raised median to accommodate construction.

- Utilize anchored barrier along construction area, building north half of Carmel Dr. and the Kinzer Ave. connection.

- Shift traffic to utilize existing eastbound lanes.

- Merge traffic to one lane in each direction along Carmel Dr.

Maintenance of Traffic - Phase 2 Scope:

App Esmt.

App. Exist. R/W

App. Exist. R/W

Indiana Bell Telephone Esmt.

Carmel Drive

M e d ic a l

D ri v e

H u n te rs D ri v e

M e d ic a l C o u rt

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

WV

WV

WV

WV

WV

WV

TB

TB

T R

A N

S T

R A

N S

T R

A N

S

PHASE 2

MAINTENANCE OF TRAFFIC

N/A

1" = 20'

M a tc h lin e S e e S h e e t $1

M a tc h li n e S e e S h e e t $1

App. Esmt.

App. Exist. R/W

App. Exist. R/W

Indiana Bell Telephone Esmt.

A p p

E s m t.

A p p

E s m t.

A p p P .L

App. Esmt.

L in e

S -1 -C

A p p

E x is t.

R /W

A A

A W a y

A p p

E x is t.

R /W

A p p

E s m t.

Line "PR-C"

App. Exist. R/W

App. Esmt.

Carmel Drive

App. Exist. R/W

D ri v e w a y E a s e m e n t

S a n it a ry S e w e r

E a s e m e n t

A p p P .L

A p p

E s m t.

A p p P

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

WV

WV

WV

WV

WV

WVWV

WV

WV

TB

TB

TB

TB

TB

TB

F

PHASE 2

MAINTENANCE OF TRAFFIC

N/A

1" = 20'

M a tc h li n e S e e S h e e t $1

Matchline See Sheet $20

M a tc h lin e S e e S h e e t $1

App. Exist. R/W

A p p P .L

A p p P .L

A p p P .L

App. Exist. R/W

Underground Cable Esmt.

A p p P .L

Line "PR-C"

App. Exist. R/W

App. Exist. R/W

G a s L in e E a s e m e n t

G a s L in e E a s e m e n t

D ri v e w a y E a s e m e n t

L in e "S

-2 -C

L in e E a s e m e n t

N o n -E x c lu s iv e U n d e rg ro u n d

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

B

WVWV

WV

WV

WV

PHASE 2

MAINTENANCE OF TRAFFIC

M a tc h li n e S e e S h e e t $1

Matchline See Sheet $21

M a tc h li n e S e e S h e e t $1

N/A

1" = 20'

K e y s to n e W a y

K e y s to n e W a y

K e y s to n e P a rk w a y

K e y s to n e P a rk w a y

Carmel Drive

App. Exist. R/W

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

N/A

1" = 20'

M a tc h li n e S e e S h e e t $1

W a te rf o rd L a n e

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

T B T

BT

B

T B

T B

T B

T B

T

BT

B

T B

T B

T B

C

PHASE 2

MAINTENANCE OF TRAFFIC

M a tc h lin e S e e S h e e t $1

1" = 20'

N/A

Gas Line Easement

Gas Line Easement

App. P.L.

Underground Cable Esmt.

Line "S-2-C"

A p p P .L

A p p P .L

A p p P .L

App. P.L.

App. Exist. R/W

Kinzer Avenue

App. Exist. R/W

G o lf v ie w D ri v e

App. P.L.

A p p P

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

1" = 20'

N/A

M a tc h li n e S e e S h e e t $1

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

PHASE 3

M a tc h li n e S e e S h e e t $2

N/A

1" = 20'

- Shift eastbound bound traffic back over prior to existing raised median.

- Utilize anchored barrier along construction area, building south half of Carmel Dr. and the AAA Way approach

- Shift traffic to utilize newly constructed westbound lanes.

- Merge traffic to one lane in each direction along Carmel Dr.

Maintenance of Traffic - Phase 3 Scope:

M e d ic a l

D ri v eIndiana Bell Telephone Esmt.

App. Exist. R/W

M e d ic a l C o u rt

App. Exist. R/W

App Esmt. H u n te rs D ri v

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

WV

WV

WV

WV

WV

TB

T R

A N

S T

R A

N S

T R

A N

S

PHASE 3

MAINTENANCE OF TRAFFIC

N/A

1" = 20'

M a tc h lin e S e e S h e e t $2

M a tc h li n e S e e S h e e t $2

Indiana Bell Telephone Esmt.

App. Exist. R/W

App. Exist. R/W

App. Esmt.

A p p

E s m t.

A p p

E s m t.

A p p P .L

A p p

E x is t.

R /W

A A

A W a y

A p p

E x is t.

R /W

L in e

S -1 -C

A p p

E s m t.

App. Exist. R/W

App. Esmt.

Line "PR-C"

App. Exist. R/W

D ri v e w a y E a s e m e n t

S a n it a ry S e w e r

E a s e m e n t

A p p P .L

A p p

E s m t.

Line "PR-C"

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

WV

WV

WV

WVWV

WV

WV

TB

TB

TB

PHASE 3

MAINTENANCE OF TRAFFIC

N/A

1" = 20'

M a tc h li n e S e e S h e e t $2

Matchline See Sheet $27

M a tc h lin e S e e S h e e t $2

K in z e r A v e

L in e "S

-2 -C

D ri v e w a y E a s e m e n t

G a s L in e E a s e m e n t

G a s L in e E a s e m e n t

L in e E a s e m e n t

N o n -E x c lu s iv e U n d e rg ro u n d

A p p P .L

Underground Cable Esmt.

App. Exist. R/W

Line "PR-C"

A p p P .L

A p p P .L

A p p P .L

App. Exist. R/W

Carmel Drive

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

B

WVWV

WV

WV

WV

PHASE 3

MAINTENANCE OF TRAFFIC

M a tc h li n e S e e S h e e t $2

Matchline See Sheet $28

M a tc h li n e S e e S h e e t $2

N/A

1" = 20'

K e y s to n e W a y

K e y s to n e W a y

App. Exist. R/W

Carmel Drive

App. Exist. R/W

K e y s to n e P a rk w a y

K e y s to n e P a rk w a y

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

N/A

1" = 20'

M a tc h li n e S e e S h e e t $2

W a te rf o rd L a n

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

T B T

B

T B

T

BT

B

T B

T B

T B

PHASE 3

MAINTENANCE OF TRAFFIC

M a tc h lin e S e e S h e e t $2

1" = 20'

N/A

A p p P .L

A p p P .L

Underground Cable Esmt.

Line "S-2-C"

Gas Line Easement

Gas Line Easement

App. P.L.

App. Exist. R/W

Kinzer Avenue

App. Exist. R/W

G o lf v ie w D ri v e

A p p P .L

App. P.L.

App. P.L.

A p p P .L

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

1" = 20'

N/A

M a tc h li n e S e e S h e e t $2

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

LEGEND

Pavement Marking, Removable, Solid, White 4 in

Pavement Marking, Removable, Solid, Yellow 4 in

Pavement Marking, Removable, Turn Arrow

Pavement Marking, Removable, Stop Line

Channelizing Device

Type-III Barricade

Construction Sign

Traffic Flow Direction

1 X2

X1

X3

Existing Pavement Marking, Solid, White 4 in

Existing Pavement Marking, Solid, Yellow 4 in

Existing Pavement Marking, Broken, White 4 in

6 Pavement Marking, Removable, Yield Line

X5

X6

Existing Pavement Marking, Turn Arrow

Existing Pavement Marking, Stop Line

Existing Pavement Marking, Yield Line

X4

Construction Area

20' 30'

A DELAWARE LIMITED LIABILITY COMPANY

ARC CAFEUSA001, LLC

HUNTER'S GLEN HPR

AN INDIANA LIMITED LIABILITY COMPANY

BUCKINGHAM FOUNTAINS, LLC

AN INDIANA LIMITED LIABILITY COMPANY

BUCKINGHAM FOUNTAINS, LLC

A NATIONAL BANKING ASSOCIATION

N/K/A KEYBANK NATIONAL ASSOCIATION

THE AMERICAN NATIONAL BANK

°5

'4

82°50'53"

°5 0'

°2

'4

WV

WV

WV

WV

WV

WV

WV

WV

TB

TB

T R

A N

S T

R A

N S

ACAC

TF

TSB

TF

TF

TSB

.1 L t.

.7 ' T

R E E

.9 L t.

.3 ' T

R E E

.3 R t.

.5 ' T

R E E

.4 R t.

.2 ' T

R E E

.7 R t.

.6 ' T

R E E

.4 R t.

.4 ' T

R E E

.2 R t.

.6 ' T

R E E

.8 R t.

.8 ' T

R E E

.0 R t.

.7 ' T

R E E

.0 R t.

.1 ' T

R E E

.4 R t.

.4 ' B

U S

H

.1 R t.

.8 ' B

U S

H

.2 R t.

.7 ' B

U S

H

.2 R t.

.3 ' B

U S

H

.8 R t.

.9 ' B

U S

H

.1 R t.

.0 ' B

U S

H

.6 R t.

.0 ' B

U S

H

.0 R t.

.1 ' B

U S

H

.5 R t.

.2 ' B

U S

H

.0 R t.

.2 ' B

U S

H

.6 R t.

.7 ' B

U S

H

.6 R t.

.6 ' B

U S

H

.7 L t.

.8 ' B

U S

H

.5 L t.

.5 ' B

U S

H

.3 L t.

.7 ' B

U S

H

.9 L t.

.6 ' B

U S

H

.1 L t.

.7 ' B

U S

H

.8 L t.

.7 ' B

U S

H

.3 L t.

.9 ' B

U S

H

.7 R t.

.8 ' B

U S

H

.3 R t.

.0 ' B

U S

H

.8 R t.

.7 ' B

U S

H

.0 R t.

.6 ' B

U S

H

.6 R t.

.0 ' B

U S

H

.7 R t.

.1 ' B

U S

H

.3 R t.

.0 ' B

U S

H

.4 R t.

.1 ' B

U S

H

.1 R t.

.3 ' B

U S

H

.8 R t.

.5 ' T

R E E

.4 L t.

.6 ' T

R E E

.8 R t.

.8 ' L

IG

H T P

O L E

.8 R t.

.1 ' L

IG

H T P

O L E

.5 R t.

.6 ' L

IG

H T P

O L E

.0 R t.

.7 ' L

IG

H T P

O L E

.8 R t.

.1 ' L

IG

H T P

O L E

.8 R t.

.7 ' L

IG

H T P

O L E

.1 R t.

.0 ' L

IG

H T P

O L E

.5 R t.

.0 ' L

IG

H T P

O L E

.3 R t.

.4 ' L

IG

H T P

O L E

.5 L t.

.7 ' L

IG

H T P

O L E

.8 R t.

.2 ' M

A N

H O

L E

.5 R t.

.8 ' M

A N

H O

L E

.1 R t.

.9 ' M

A N

H O

L E

.8 R t.

.0 ' M

A N

H O

L E

.8 L t.

.6 ' L

IG

H T P

O L E

.2 L t.

.3 ' M

A N

H O

L E

.8 L t.

.6 ' M

A N

H O

L E

.2 R t.

.2 ' M

A N

H O

L E

.3 R t.

.3 ' M

A N

H O

L E

.2 L t.

.7 ' I

N L E T

.1 L t.

.5 ' I

N L E T

.1 L t.

.7 ' I

N L E T

.0 L t.

.4 ' I

N L E T

.9 R t.

.3 ' I

N L E T

.7 R t.

.3 ' L

IG

H T P

O L E

.4 R t.

.0 ' F

L A

G P

O L E

.4 R t.

.5 ' I

N L E T

.5 R t.

.9 ' I

N L E T

.4 R t.

.4 ' I

N L E T

.5 R t.

.3 ' I

N L E T

.2 R t.

.8 ' T

R A F F

IC

S

IG

N A L P

O L E

.6 R t.

.0 ' T

R A F F

IC

S

IG

N A L P

O L E

.9 L t.

.5 ' T

R A F F

IC

S

IG

N A L P

O L E

.5 L t.

.2 ' T

R A F F

IC

S

IG

N A L P

O L E

.5 R t.

.5 ' S

IG

N

.3 R t.

.5 ' S

IG

N

.3 R t.

.3 ' S

IG

N

.3 R t.

.5 ' S

IG

N

.7 R t.

.1 ' S

IG

N

.9 L t.

.1 ' S

IG

N

.9 L t.

.9 ' E

L E

C T R

IC

B

O X

1" = 20"

N/A

M a tc h lin e S ta . 1

"P

R -C

A A

A W a y

Sta. 101+11.77 "PR-C"

Begin Incidental Construction

Sta. 101+25.00 "PR-C"

Begin Project

31+00 32+00 33+00 34+00 35+00 36+00

S a n it a ry S e w e r

E a s e m e n t

D ri v e w a y E a s e m e n t

A p p P L

103102 106

111108

114113 116

13 18

25 27

## Existing Structure

Proposed Structure##

3. See Structure Data Table for existing and proposed structure information.

2. All existing topography described from Line "C" unless otherwise noted.

1. See Geometric Layout Sheet for alignment data.

Notes

Indiana Bell Telephone Esmt.

App. Exist. R/W

App. Exist. R/W

App Esmt.

Line "C"

Carmel Drive

Line "PR-C"

A p p P .L

A p p E s m t.

A p p E s m t.

A p p P .L

App. Exist. R/W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

L in e

S -1 -C

A p p E s m t.

+61.35, "PR-C"

Class III Drive (Mod.)

App. Exist. R/W

App. Esmt.

+56.74, "PR-C"

Class III Drive (Mod.)

Line "PR-C"

Line "C"

S '4

"E

N '4 "W

STA. 100+00.00 to 105+00.00 "PR-C"

CARMEL DRIVE

PLAN

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

L O

T

D A

T E

JRW

SEM

JRW

N/A www.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

N/A

TAF

16-ENG-4616-ENG-46

Electronic

CITY OF CARMEL

HORIZONTAL SCALE

VERTICAL SCALE

$FILE$

Roundabout - Line "R-1-C"

-1.17% -2.14%

VC = 50.00'

E le v

.7

P V I

S ta

.0

Exist. 12" RCP Inv. E = 827.09

107 113 114 116

103 106

105 108 111

112 115

Above Datumn

Plotted 40'

Plotted 25' Above Datumn

Plotted 25' Below Datumn

S ta

.0

L in e

P R -C

E le v

.9

S ta

.7

L in e

P R -C

B e g in I n c id e n ta l C o n s tr u c ti o n

E le v

.0

B e g in P ro je c t

-0.72%

VC = 50.00'

Elev. = 829.76

PVI Sta = 102+25.00

S ta ti o n E q u a ti o n

S ta

.5

P R -C

S ta

.0

R -1 -C

E le v

.6

S ta ti o n E q u a ti o n

S ta

.1

P R -C

S ta

.5

R -1 -C

E le v

.6

VC = 50.00'

Elev. = 829.74

PVI Sta = 104+00.00

+2.05% +0.53%

12" Inv. N & E = 826.11 12" Inv. W = 826.30

21" Inv. W = 825.71

24" Inv. S = 825.46

18" Inv. E = 825.46

12" Inv. NW = 826.46

18" Inv. W = 826.74

18" Inv. N = 826.89

12" Inv. S = 826.01

21" Inv. E = 826.01

18" Inv. (2) = 826.26

18" Inv. (2) = 826.37

18" Inv. W = 826.67

12" Inv. E = 825.93

12" Inv. W = 826.08

15" Inv. W = 825.9324" Inv. N & S = 825.05

12" Inv. W = 825.99

12" Inv. (2) = 826.10

27.5 Lft of 12" Pipe, Type 2 @ 1.38%

12" Inv. E = 826.48

12" Inv. W = 825.78

24" Inv. (2) = 824.78 15" Inv. NE = 824.78 12" Inv. S = 825.26

12" Inv. (2) = 825.01

15" Inv. (2) = 825.67

DESIGNATION

SHEETS

of

PROJECTCONTRACT

SURVEY BOOK

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

CHECKED:

DRAWN:

CHECKED:

1" = 20' N/A

JRW

SEM

JRWwww.hwcengineering.com

LAFAYETTE - NEW ALBANY - MUNCIE

INDIANAPOLIS - TERRE HAUTE

1" = 5' N/A

TAF

Electronic

16-ENG-46 16-ENG-46

CITY OF CARMEL

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00

104+50 105+00

.1

.0

.0

.9

.7

.6

.7

.2

.0

.0

.3

.6

.7

Proposed Grade

Proposed Grade

VC = 50.00'

Existing Grade

.2

STA. 100+00.00 to 105+00.00 "PR-C"

PROFILE

30' 10'

10'

10'

AN INDIANA STATE BANK

CENTIER BANK

WARRANTY DEED

NRW CORPORATION

A DELAWARE LIMITED PARTNERSHIP

NATIONAL RETAIL PROPERTIES, LP

AN INDIANA CORPORATION

THE NATIONAL BANK OF INDIANAPOLIS CORPORATION

LIABILITY COMPANY

AN INDIANA LIMITED

FOUNTAINS, LLC

BUCKINGHAM

LIABILITY COMPANY

AN INDIANA LIMITED

FOUNTAINS, LLC

BUCKINGHAM

20'

°0 '1 9" 1

°3

'4

°2 8' 0"

TB

TB

TB

TB

TRANS

TRANS

F

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

TB

TB

TB

TB

TB

TB

AC

AC

AC

AC

AC

AC

AC

F

.8 L t.

.5 ' B

U S

H

.5 L t.

.5 ' B

U S

H

.9 L t.

.4 ' B

U S

H

.7 L t.

.9 ' B

U S

H

.4 L t.

.3 ' B

U S

H

.3 L t.

.5 ' B

U S

H

.0 L t.

.7 ' B

U S

H

.1 L t.

.0 ' B

U S

H

.6 L t.

.0 ' B

U S

H

.5 L t.

.3 ' B

U S

H

.7 L t.

.9 ' B

U S

H

.0 L t.

.5 ' B

U S

H

.6 L t.

.7 ' B

U S

H

.1 L t.

.4 ' B

U S

H

.0 L t.

.9 ' B

U S

H

.8 L t.

.4 ' B

U S

H

.5 L t.

.2 ' B

U S

H

.3 L t.

.0 ' B

U S

H

.5 L t.

.0 ' B

U S

H

.3 L t.

.0 ' B

U S

H

.5 L t.

.2 ' B

U S

H

.8 R t.

.7 ' B

U S

H

.2 R t.

.8 ' B

U S

H

.7 R t.

.5 ' B

U S

H

.0 R t.

.9 ' B

U S

H

.3 R t.

.4 ' B

U S

H

.3 R t.

.2 ' B

U S

H

.8 R t.

.2 ' B

U S

H

.1 R t.

.5 ' B

U S

H

.0 R t.

.6 ' B

U S

H

.2 R t.

.2 ' T

R E E

.2 L t.

.2 ' T

R E E

.3 L t.

.1 ' T

R E E

.4 L t.

.3 ' T

R E E

.6 L t.

.4 ' T

R E E

.7 L t.

.1 ' T

R E E

.7 L t.

.1 ' T

R E E

.9 L t.

.9 ' T

R E E

.7 L t.

.6 ' T

R E E

.2 L t.

.9 ' T

R E E

.0 L t.

.1 ' T

R E E

.0 L t.

.1 ' T

R E E

.0 L t.

.0 ' B

U S

H

.6 L t.

.5 ' B

U S

H

.5 L t.

.2 ' B

U S

H

.8 L t.

.9 ' B

U S

H

.6 R t.

.8 ' B

U S

H

.8 R t.

.5 ' B

U S

H

.2 R t.

.9 ' B

U S

H

.7 R t.