LOCATION MAP

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2026, INDOT

SUPPLEMENTAL SPECIFICATIONS.

NO. DATE REVISIONS APPR.BY

CERTIFIED BY: DATE

AMERICAN STRUCTUREPOINT, INC.

PLANS PREPARED BY:

OWNER

CITY OF CARMEL

ONE CIVIC SQUARE

CARMEL, INDIANA 46032

(317) 571-2400

TOPOGRAPHIC SURVEY BY:

AMERICAN STRUCTUREPOINT, INC.

9025 RIVER ROAD, SUITE 200

INDIANAPOLIS, INDIANA 46240

(317) 547-5580

DESIGNED: CHECKED:

DRAWN: CHECKED:

P R

O

JE

C T

N O

-E

N G

-0 b

C R

O S

S W

A L

K I

M P

R O

V E

M E

N T

S

ALAN POTASNIK - MEMBER

BOARD OF PUBLIC WORKS AND SAFETY

LAURA CAMPBELL - PRESIDING OFFICER

APPROVED BY:

FEET

GRAPHIC SCALES

20000 1000

ALONG GRAY RD. & HAZEL DELL PKWY

CITY OF CARMEL

CROSSWALK IMPROVEMENTS

PROJECT NO. 24-ENG-07b1

1 TITLE & INDEX SHEET

DESIGNATIONSHEET NO.

INDEX

CITY OF CARMEL STANDARDS, V2.9 (2023);

ADAM AASEN

MATTHEW J. SNYDER

SHANNON MINNAAR

TONY GREEN

ANITA JOSHI

RYAN LOCKE

TERESA AYERS

CITY COUNCIL MEMBERS

HONORABLE SUE FINKAM, MAYOR

Know what'sbelow.

before you dig.Call

R

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

UTILITIES

surveyor has not physically located the underground utilities.

although the surveyor does certify that they are located as accurately as possible from information available. The

The surveyor further does not warrant that the underground utilities shown are in the exact location indicated no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned.

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

APPROVED BY: DATE

BRADLEY PEASE, PE

CITY ENGINEER

RICH TAYLOR

JEFF WORRELL

CONSTRUCTION DETAILS22-27

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION PROJECT LOCATION

G R

A Y

R D

H A Z E L D

E L L P

K W

Y

116TH ST. 116TH ST.

126TH ST. 126TH ST.

MAIN STREET

JAMES BARLOW - MEMBER

COMMUNICATIONS

David Blackwell

Email: g09871@att.com

Indianapolis, IN 46204

240 N. Meridian St

AT&T - Distribution

COMMUNICATIONS

Morgan Rinehart

(317) 506-8449

Carmel, IN 46280

10701 North College Ave.

Carmel Communications

TRAFFIC LIGHTS

John Duffy

(317) 571-2451

Carmel, IN 64033

760 3rd Ave. SW

Carmel Street Department, City of

GAS

Evan Miyake

(317) 992-4017

Muncie, IN 47302

1800 W. 26th St.

Centerpoint Energy (North)

ELECTRIC

Don McDuffy

(317) 776-5320

Noblesville, IN 46062

100 S. Mill Creek Rd.

Duke Energy

COMMUNICATIONS, FIBER OPTIC

Nick Merchant

Email: utilityreview@everstream.net

Indianapolis, IN 46237

342 Massachusetts Ave., Suite 203

Everstream, LLC (South)

ELECTRIC

James Herin

(317) 261-4980

Indianapolis, IN 46221

1230 West Morris Street

Indianapolis Power & Light Company

Fiber Optic

Todd Cooper

(317) 408-3971

Indianapolis, IN 46225

720 W Henry St

MCI

FIBER OPTIC

Debora Blen Umana

(812) 213-1050

Evansville, IN 47715

3701 Communications Way

Metro Fibernet, LLC

CABLE TV

Byron Posey

(317) 538-2016

Indianapolis, IN 46218

3030 Roosevelt Ave

Spectrum

COMMUNICATIONS

Shawn Riley

(800) 289-1901

Little Rock, AK 72212

4005 N Rodney Parham Rd.

Windstream

FIBER OPTIC

Waylon Higgins

Email: zayo.relo.indiana@zayo.com

Indianapolis, IN 46214

722 N. High School Road

Zayo Bandwidth

CABLE TV

Doug Fishburn

(260) 410-3504

Indianapolis, IN 46220

5330 East 65th St

Comcast Cable (Indianapolis)

SEWER

Derrick Bye dbye@crossroadengineers.com

(317) 339-8526

City of Carmel Sanitary

WATER

Derrick Bye

(317) 339-8526

City of Carmel Water

2 MISCELLANEOUS DETAILS

28-46 SPOT ELEVATION DETAILS

56-61 PAVEMENT MARKINGS & SIGNAGE

47-52 EROSION CONTROL DETAILS

CTP

BLM

DRW

DRW

53-55 EROSION CONTROL TABLE

62-69 SHEET SIGN & POST SUMMARY TABLE

SUMMARY OF QUANTITIES & APPROACH TABLE70

71-73 STRUCTURE DATA TABLE

4-9 ROUNDABOUT ALIGNMENT DETAILS

10-21 MAINTENANCE OF TRAFFIC DETAILS

12/29/2025

3 REFERENCE POINTS

PROJECT LOCATION

CHERRY CREEK BLVD.AVIAN WAY

H A

Z E L D

E L L P

K W

Y

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

12/29/25

Curb Ramp

Curb Ramp

13 13

13 13

C

C

A

JOINT LEGEND

B

C

D

Control Joint

6'-0" Minimum 6'-0" Minimum

D D

A

24:1 (Typ.) 24:1 (Typ.)

RAISED PEDESTRIAN CROSSING DETAILS

Not to Scale

PLAN

Not to Scale

A A

6'-0" Minimum 6'-0" Minimum

/2

Top of Curb

D and Asphalt Pavement (Typ.)

All Interfaces of Concrete

Tack Coat to be Provided at

D

(See Spot Eelevations)

(Typ. Both Sides) of Pavement Elevation

3" Higher than Edge

(Typ. Both Sides) to Pouring Colored Conc.

to Face of Gray Conc. Prior

Apply Epoxy Bonding Agent

Top of Curb

TYPICAL SECTION A-A

A

Smooth Dowel 12" O.C. (Typ.)

1"Ø x 1'-6" Epoxy Coated

Detectable Warning Surface

Detectable Warning Surface

Joint Material

1/2" Expansion

Joint Material

1/2" Expansion Joint Material

1/2" Expansion

Joint Material

1/2" Expansion

Expansion Joint

Construction Joint

Sawcut Control Joint

Not to Scale

D /2

D /2

Sawcut 1/4" x 1/4" D Smooth Dowel 12" O.C.

1"Ø x 1'-6" Epoxy Coated

Not to Scale

D /2

D /2

Smooth Dowel 12" O.C.

1"Ø x 1'-6" Epoxy Coated

Not to Scale

D /2

D /2

Smooth Dowel 12" O.C.

1"Ø x 1'-6" Epoxy Coated

Joint Material

1/2" Expansion

6'-0"

"-0

'-0

Not to Scale

RAISED PEDESTRIAN PAVEMENT MARKING DETAIL

EXPANSION JOINT DETAIL (30' O.C. MAX.)

CONSTRUCTION JOINT DETAIL (10' O.C. MAX.)

SAWCUT CONTROL JOINT DETAIL (10' O.C. MAX.)

Direction of Traffic

� of Lane

6" to 3" (typ.)

Curb Height Transition

(PCCP Class C Concrete) (PCCP Class C Concrete)

(Class C Concrete)

PCCP

(Class C Concrete)

PCCP

(Class C Concrete)

PCCP

9'-0"

(Min 5 1/2") Aggregate No. 53 Stone Variable Depth Compacted

9'-0"

(Stamped, Colored Concrete Crosswalk)

(Stamped, Colored Concrete)

RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLY DETAIL - SINGLE/DOUBLE FACE

Not to Scale

Carmanah Model R920-F

M

IN

Ground Level

W11-2 Sign (x1 or x2)

Carmanah RRFB (x1 or x2)

W16-7P (L or R) Sign (x1 or x2)

R10-25 Sign

Pedestrian Push Button

(See Carmel Std. Dwg. 10-11C) Square Post, Type 1

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

(36" x 36") W11-2 Sign

(24" x 12") W16-7P(L) Sign

(24" x 12") W16-7P(R) Sign

(9" x 12") R10-25 Sign complete installation as shown in this detial and throughout the plan set.

NOTE: RRFB Assembaly shall include all fittings and materials to make a

Carmanah RRFB

(See Carmel St. Dwg. 10-11C) Reinforced Anchor Base3

HMA FOR STRUCTURE INSTALLATION, TYPE C FULL DEPTH PAVEMENT DETAIL

Not to Scale

.5

.5

.5

.5

HMA Surface, Type C, 9.5 mm

HMA Intermediate, Type C, 19.0 mm

HMA Base, Type C, 25.0 mm

HMA Intermediate, Type C, OG 19.0 mm

HMA Base, Type C, 25.0 mm

Subgrade Treatment, Type IC

Varies sheets for patch lengths at specific locations.

widths and lengths. Refer to the Construction Details *All HMA for Structure Installation Patching has varying

Mill & Overlay Varies - 4' Min

Mill & Overlay Varies - 4' Min

RR

RR

R

1.5 mm Surface Milling Type C 9.5 mm, on 165 #/Sys HMA Surface, Mill & Overlay Roadway

Sawcut

Sawcut

Sawcut

Sawcut

6"6"

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 2

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.MD.01.dgn1/6/2026 12:28:07 PMdwebster

In d ia n a S h a d e .t b l

In d y-

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p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

MISCELLANEOUS DETAILS

N/A

CONTROL POINT #703

N:146744.4173 / E:762392.6513

CONTROL POINT #704

N:146584.0555 / E:762273.6781

G R

A Y

R D

MAIN ST.

M134.76

MANHOLE

DRAINAGE

CENTER OF

BASE

LIGHT POLE

.2

.7

SET

MAG NAIL

D

D

MANHOLE

DRAINAGE

CENTER OF

MAIN ST.

M

.4

BASE POLE OF

PEDESTRIAN

CROSSING

65.32'

SET

MAG NAIL

G R

A Y

R D

D

MANHOLE

DRAINAGE

CENTER OF

.8

BASE POLE OF

PEDESTRIAN

CROSSING

CONTROL POINT #705

N:143969.9319 / E:762271.6838

G R

A Y

R D

126TH ST.

M

.0

CENTER OF

BEEHIVE INLET

127.24'

METER

WATER

CENTER OF

40.89'

SET

MAG NAIL

W

BASE

LIGHT POLE

CONTROL POINT #706

N:144145.1954 / E:762369.2853

G R

A Y

R D

126TH ST

CENTERLINE

OF BEEHIVE

INLET

M115.37'

BASE

LIGHT POLE

BASE

LIGHT POLE

.0

.7

SET

MAG NAIL

CONTROL POINT #707

N:143981.2096 / E:767657.7693

SET

MAG NAIL

126TH ST

P R

K Y

H A

Z E

L D

E L

M

BASE POLE OF

PEDESTRIAN

CROSSING

.2

'D

D

MANHOLE

DRAINAGE

CENTER OF

MANHOLE

DRAINAGE

CENTER OF

164.67'

.2

CONTROL POINT #708

N:144095.5279 / E:767461.5158

SET

MAG NAIL

M

BASE POLE OF

PEDESTRIAN

CROSSING

BASE POLE OF

PEDESTRIAN

CROSSING

BASE

LIGHT POLE

.1

244.52'

184.13'

126TH ST

P R

K Y

H A

Z E

L D

E

CONTROL POINT #709

N:138895.5862 / E:766693.8256

126TH ST

P R

K Y

H A

Z E

L D

E

SET

MAG NAIL

M

BASE POLE OF

PEDESTRIAN

CROSSING

249.91'

BASE POLE OF

PEDESTRIAN

CROSSING

.8

1'

BASE POLE OF

PEDESTRIAN

CROSSING

.2

CONTROL POINT #710

N:138862.7513 / E:766624.9983

116TH ST

P R

K Y

H A

Z E

L D

E

M

BASE POLE OF

PEDESTRIAN

CROSSING

.2

135.59

BASE POLE OF

PEDESTRIAN

CROSSING

BASE

LIGHT POLE

.4

CONTROL POINT #711

N:138697.9596 / E:766512.9343

M

SET

MAG NAIL

116TH ST

P R

K Y

D E

H A

Z E

BASE POLE OF

PEDESTRIAN

CROSSING

.53'

BASE POLE OF

PEDESTRIAN

CROSSING

.9

BASE POLE OF

MERGE SIGN

.4

CONTROL POINT #712

N:138688.7052 / E:762454.7570

SET

MAG NAIL

MCL OF TELE.

PEDESTAL

CL OF R/W

MARKER

BASE POLE OF

PEDESTRIAN

CROSSING

.9

.9

T 227.71'

116TH ST

G R

A Y

R D

CONTROL POINT #713

N:138818.2380 / E:762267.4098

SET

MAG NAIL

M

BASE POLE OF

PEDESTRIAN

CROSSING

CL OF CURB

INLET

MARKER

CL OF GAS

.0

' 2

.7

146.24

116TH ST

G R

A Y

R D

G

ELEV: 779.60

CUT X SOUTH BOLT OF A FIRE HYDRANT LOCATED AT THE

TBM #91

ELEV: 781.74

CUT SQUARE ON THE NORTHWEST CORNER OF CONCRETE PAD

TBM #90

ELEV: 763.63

NORTHEAST QUADRANT OF 116TH ST. & GRAY RD.

CUT "X" ON SOUTH SOUTHWEST BOLT OF FIRE HYDRANT @

TBM #75

ELEV: 750.68

QUADRANT OF 116TH ST. & HAZEL DELL.

CUT "X" ON WEST BOLT OF FIRE HYDRANT @ SOUTHEAST

TBM #74

ELEV: 756.37

SOUTHEAST QUADRANT OF 126TH ST. & HAZEL DELL PARKWAY.

CUT SQUARE ON WEST SIDE OF CONCRETE LIGHT POLE BASE @

TBM #73

ELEV: 788.37

SOUTHEAST QUADRANT OF 126TH ST. & GRAY RD.

CUT "X" ON NORTH NORTHWEST BOLT OF FIRE HYDRANT @

TBM #72

ELEV: 796.56

NORTHEAST QUADRANT OF MAIN ST. & GRAY RD.

CUT SQUARE ON SOUTHWEST CORNER OF TRAFFIC PEDESTAL @

TBM #71

ELEV:769.87

BASE @ NORTHWEST QUADRANT OF HAZEL DELL & MAIN ST.

CUT SQUARE ON SOUTHEAST SIDE OF CONCRETE LIGHT POLE

TBM #70

USING DIFFERENTIAL LEVELING.

ELEVATIONS WERE THEN TRANSFERRED TO THE SITE

CONTROL THE PROJECT'S VERTICAL DATUM. THE

#TR188789616663) WAS OBTAINED AND USED TO

DESCRIBED WITHIN. AN NGS OPUS SOLUTION (FILE

OBSERVATIONS ON THE IDENTIFIED BASE STATION

BENCHMARK ELEVATIONS WERE ESTABLISHED FROM GPS

BENCHMARK INFORMATION (NAVD 88 DATUM)

P R

K Y

H A

Z

D

MAG SPIKE

CONTROL POINT #715

N:151636.0577 / E:767637.7663

CONTROL POINT #716

N:151767.3720 / E:767786.7061

.6

.9

.3

CHERRY CREEK

.4

.5

1'

11.75'CL OF

SIGN

CL OF

SIGN

CL OF

SIGN

CL OF

SIGN

CORNER

OF WALK

CORNER

OF WALK P

R

K Y

H A

Z

L L

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 3

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.GE.01.dgn1/6/2026 12:28:11 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

REFERENCE POINTS

th S tree t

Lin e "P

R -B

Line

"PR

-A"

G ra y R o a d

116t h St reet

G ra y R o a d

+00

105+

+00

N89 °15 '15"

E

N86 °21 '00"

E

S80°22'49"E

S83°27 '06"E

S87° 39'10

"E

N9 0°0

0'0 0"E

N89 °49'

55"E

P.I. = 102+47.87 "PR-A"

Δ = 02°54'16" (LT)

D = 11°27'33" T = 12.68' L = 25.35' R = 500.00' E = 0.16 S.E. = N.C.

P.I. = 103+74.35 "PR-A"

Δ = 03°04'17" (LT)

D = 11°27'33" T = 13.40' L = 26.80' R = 500.00' E = 0.18 S.E. = N.C.

P.I. = 104+61.26 "PR-A"

Δ = 04°12'04" (LT)

D = 11°27'33" T = 18.34' L = 36.66' R = 500.00' E = 0.34 S.E. = N.C.

P.I. = 105+65.29 "PR-A"

Δ = 13°46'42" (LT)

D = 57°17'44" T = 12.08' L = 24.05' R = 100.00' E = 0.73 S.E. = N.C.

P.I. = 103+47.83 "PR-A"

Δ = 13°16'11" (RT)

D = 57°17'44" T = 11.63' L = 23.16' R = 100.00' E = 0.67 S.E. = N.C.

P.I. = 105+47.26 "PR-A"

Δ = 06°49'25" (RT)

D = 57°17'44" T = 5.96' L = 11.91' R = 100.00' E = 0.18 S.E. = N.C.

P.I. = 106+57.98 "PR-A"

Δ = 05°58'42" (RT)

D = 11°27'33" T = 26.11' L = 52.17' R = 500.00' E = 0.68 S.E. = N.C.

P.I. 102+47.87

P.T. 102+60.54

P.C. 102+35.19

P.I. 104+61.26

P.T. 104+79.58

P.C. 104+42.92

P.I. 103+74.35

P.T. 103+87.74

P.C. 103+60.94

P.T. 103+59.36

P.I. 103+47.83

P.C. 103+36.20

P.I. 105+47.26

P.C. 105+41.30

P.I. 105+65.29

P.O.T. 100+00.00

P.I. 106+57.98

P.T. 106+84.04

P.O.T. 111+02.33

200+

N34°15'32"W

N 25°00'25"W

N °1

'0

"E

N °0

'0

"E

P.I. = 200+53.83 "PR-B"

Δ = 12°17'19" (LT)

D = 11°27'33" T = 53.83' L = 107.24' R = 500.00' E = 2.89 S.E. = N.C.

P.I. = 205+26.07 "PR-B"

Δ = 14°09'03" (LT)

D = 38°11'50" T = 18.62' L = 37.05' R = 150.00' E = 1.15 S.E. = N.C.

P.I. = 201+83.22 "PR-B"

Δ = 08°57'05" (RT)

D = 11°27'33" T = 39.14' L = 78.12' R = 500.00' E = 1.53 S.E. = N.C.

P.I. = 203+23.29 "PR-B"

Δ = 25°14'30" (RT)

D = 22°55'06" T = 55.98' L = 110.14' R = 250.00' E = 6.19 S.E. = N.C.

P.I. = 206+28.66 "PR-B"

Δ = 12°00'39" (RT)

D = 07°09'43" T = 84.16' L = 167.70' R = 800.00' E = 4.41 S.E. = N.C.

P.O.T. 208+41.05

P.T. 207+12.20

P.I. 206+28.66

P.I. 205+26.07

P.R.C. 205+44.50

P.C. 205+07.45

P.I. 203+23.29

P.T. 203+77.45

P.C. 202+67.31

P.I. 201+83.22

P.T. 202+22.20

P.C. 201+44.08

P.I. 201+83.22

P.T. 201+07.24

P.O.T. 200+00.00

PR-A

CHAIN Station Northing Easting

P.O.T. 100+00.00 138761.832 761903.6416 P.C. 102+35.19 138764.8932 762138.815 P.I. 102+47.87 138765.0582 762151.4893 P.T. 102+60.54 138765.8652 762164.1389 P.C. 103+36.20 138770.6819 762239.644 P.I. 103+47.83 138771.4224 762251.2525 P.T. 103+59.36 138769.4786 762262.7211 P.C. 103+60.94 138769.2139 762264.2827 P.I. 103+74.35 138766.9739 762277.499 P.T. 103+87.74 138765.4452 762290.8163 P.C. 104+42.92 138759.1533 762345.6292 P.I. 104+61.26 138757.0619 762363.8487 P.T. 104+79.58 138756.3109 762382.1725 P.C. 105+41.30 138753.7833 762443.838 P.I. 105+47.26 138753.5392 762449.7949

P.R.C. 105+53.21 138752.589 762455.6805 P.I. 105+65.29 138750.6634 762467.6082 P.T. 105+77.25 138751.6339 762479.6512 P.I. 106+00.50 138753.501 762502.8197 P.C. 106+31.87 138756.8602 762534.0141 P.I. 106+57.98 138759.6556 762559.9729 P.T. 106+84.04 138759.7322 762586.0818

P.O.T. 111+02.33 138760.9581 763004.3662

PR-B

CHAIN Station Northing Easting

139190.5262P.O.T. 208+41.05 762344.5923

P.C. 200+00.00 138389.7441 762525.219 P.I. 200+53.83 138438.8499 762503.1783 P.T. 201+07.24 138482.1395 762471.1911 P.C. 201+44.08 138512.5896 762450.4515 P.I. 201+83.22 138545.6647 762429.5277 P.T. 202+22.20 138581.5926 762414.0052 P.C. 202+67.31 138622.4806 762394.9328 P.I. 203+23.29 138673.2102 762371.2698 P.T. 203+77.45 138729.1868 762371.4993 P.C. 205+07.45 138859.1878 762372.0321 P.I. 205+26.07 138877.8058 762372.1084

P.R.C. 205+44.50 138895.8776 762367.6307 P.I. 206+28.66 138977.5666 762347.3904 P.T. 207+12.20 139061.6793 762344.5923

P.R.C. 105+53.21

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 4

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.01.dgn1/6/2026 12:28:15 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

116TH STREET & GRAY ROAD

ROUNDABOUT ALIGNMENT DETAILS

1" = 50'

6t h St re et

6t h St re et

Li ne

PR

-C

Line "PR-D"

Hazel Dell Pkwy

Hazel Dell Pkwy

0+

5+

N °4 1' "E

S7 8° '42

"E

N °3

'2 "E

N °0

'3 "E

N °2 7' "E

P.I. = 107+37.87 "PR-C"

Δ = 23°01'53" (LT)

D = 19°05'55" T = 61.12' L = 120.59' R = 300.00' E = 6.16 S.E. = N.C.

P.I.= 104+35.29 "PR-C"

Δ = 11°57'41" (RT)

D = 57°17'44" T = 10.48' L = 20.88' R = 100.00' E = 0.55 S.E. = N.C.

P.I. = 110+64.76 "PR-C"

Δ = 05°27'17" (RT)

D = 07°09'43" T = 38.11' L = 76.16' R = 800.00' E = 0.91 S.E. = N.C.

P.I. 104+35.29

P.T. 104+45.69

P.I. 104+24.81

P.O.T. 100+00.00

P.C. 203+61.04

P.T. 203+99.81

P.T. 203+19.85

P.I. 201+60.71

P.O.T. 200+00.00

P.T. 204+37.63

P.T. 207+50.90

P.C. 207+56.50

P.I. 207+11.14

P.C. 206+70.27

P.O.T. 213+11.27

P.T. 212+70.77

P.I. 210+17.64

P.I. 108+68.68

P.T. 108+99.28

P.C. 108+38.04

P.O.T. 112+40.78

P.I. 107+37.87

P.T. 107+97.34

P.C. 106+76.75

200+00

205+

210+00

N23°23'50"W

N01°27'16"W

N24°33'16"W

N 00°00'00"E

P.I. = 201+60.71 "PR-D"

Δ = 13°49'52" (LT)

D = 04°19'27" T = 160.71' L = 319.85' R = 1325.00' E = 9.71 S.E. = N.C.

P.I. = 207+11.14 "PR-D"

Δ = 23°06'01" (LT)

D = 28°38'52" T = 40.87' L = 80.63' R = 200.00' E = 4.13 S.E. = N.C.

P.I. = 203+99.81 "PR-D"

Δ = 21°56'34" (RT)

D = 28°38'52" T = 38.77' L = 76.59' R = 200.00' E = 3.72 S.E. = N.C.

P.I. = 210+17.64 "PR-D"

Δ = 24°33'16" (RT)

D = 04°46'29" T = 261.14' L = 514.27' R = 1200.00' E = 28.09 S.E. = N.C.

P.I. 110+64.76

P.T. 111+02.81

P.C. 110+26.55

P.I. = 108+68.68 "PR-C"

Δ = 04°23'09" (RT)

D = 07°09'43" T = 30.63' L = 61.24' R = 800.00' E = 0.59 S.E. = N.C.

PR-C

CHAIN Station Northing Easting

PR-D

CHAIN Station Northing Easting

P.O.T. 100+00.00 138766.8234 766069.282 P.C. 104+24.81 138769.0943 766494.09 P.I. 104+35.29 138769.1503 766504.5661 P.T. 104+45.69 138767.034 766514.8264 P.C. 106+76.75 138720.3565 766741.1188 P.I. 107+37.87 138708.0089 766800.9795 P.T. 107+97.34 138720.0652 766860.8996 P.C. 108+38.04 138728.0943 766900.805 P.I. 108+68.68 138734.1369 766930.8372 P.T. 108+99.28 138737.8652 766961.2436 P.C. 110+26.65 138753.3669 767087.6691 P.I. 110+64.76 138758.0049 767125.495 P.T. 111+02.81 138759.0263 767163.5906

P.O.T. 112+40.78 138762.7241 767301.5106

P.C. 200+00.00 138210.3771 766757.1275

P.C. 203+61.04 138554.1419 766650.2473 P.I. 203+99.81 138589.7263 766634.8507 P.T. 204+37.63 138628.4864 766633.8666 P.C. 206+70.27 138861.0481 766627.9622 P.I. 207+11.14 138901.9076 766626.9248 P.T. 207+50.90 138939.0839 766609.9398 P.C. 207+56.50 138944.1739 766607.6143 P.I. 210+17.64 139181.7015 766499.0935 P.T. 212+70.77 139442.8452 766499.0935

P.O.T. 213+11.27 139483.3461 766499.0935

P.I. 201+60.71 138368.8484 P.T. 203+19.85 138516.3403

766730.4202 766666.6033

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 5

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.02.dgn1/6/2026 12:28:19 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

1" = 50'

116TH STREET & HAZEL DELL PKWY

126th Street

G ra y R o a d

126th Street

L in e "P

R -F

Line "PR-E"

G ra y R o a d

100+00 105+00

S89°33'24"E N77°

20'1 0"E

N85°49'52"E

S80°04'48"E

N87°38'36"E

S88°56'54"E

P.I. = 101+98.38 "PR-E"

Δ = 13°06'26" (LT)

D = 11°27'33" T = 57.44' L = 114.38' R = 500.00' E = 3.29 S.E. = N.C.

P.I. = 105+12.82 "PR-E"

Δ = 12°16'36" (LT)

D = 28°38'52" T = 21.51' L = 42.85' R = 200.00' E = 1.15 S.E. = N.C.

P.I. = 103+06.68 "PR-E"

Δ = 08°29'42" (RT)

D = 28°38'52" T = 14.85' L = 29.65' R = 200.00' E = 0.55 S.E. = N.C.

P.I. = 103+38.54 "PR-E"

Δ = 14°05'20" (RT)

D = 57°17'44" T = 12.36' L = 24.59' R = 100.00' E = 0.76 S.E. = N.C.

P.I. = 106+02.73 "PR-E"

Δ = 03°24'30" (RT)

D = 11°27'33" T = 14.88' L = 29.74' R = 500.00' E = 0.22 S.E. = N.C.

P.I. 101+98.38

P.C. 101+40.94

P.C. 105+87.85

P.O.T. 100+00.00

P.I. 106+02.73

P.T. 106+17.59

P.I. 103+38.54

P.I. 103+06.68

P.T. 102+55.32

P.C. 201+44.08

P.T. 201+44.08

P.T. 201+44.08

P.C. 201+44.08

P.T. 105+34.17

P.I. 105+12.82

P.C. 104+91.31

P.O.T. 108+04.20

N °3

'5

"E

N °2

'1

"W

N °0

'1

"E

N °3

'1

"W

N °3

'1

"E

P.I. = 201+54.96 "PR-F"

Δ = 13°57'13" (LT)

D = 19°05'55" T = 36.71' L = 73.06' R = 300.00' E = 2.24 S.E. = N.C.

P.I. = 204+76.62 "PR-F"

Δ = 08°39'27" (LT)

D = 57°17'44" T = 7.57' L = 15.11' R = 100.00' E = 0.29 S.E. = N.C.

P.I. = 202+65.25 "PR-F"

Δ = 19°30'24" (RT)

D = 28°38'52" T = 34.38' L = 68.09' R = 200.00' E = 2.93 S.E. = N.C.

P.I. = 205+75.12 "PR-F"

Δ = 03°10'33" (RT)

D = 11°27'33" T = 13.86' L = 27.71' R = 500.00' E = 0.19 S.E. = N.C.

P.C. 202+30.87

P.T. 201+91.31

P.I. 201+54.96

P.C. 201+18.25

P.C. 202+98.96

P.I. 202+65.25

P.T. 205+88.98

P.I. 205+75.12

P.C. 205+61.26

P.I. 204+76.62

P.C. 204+69.05

P.T. 204+84.16

P.O.T. 200+00.00

P.O.T. 207+82.93

"PR-F"

CHAIN STATION NORTHING EASTING

P.O.T. 200+00.00 143693.8376 762332.6549

P.C. 201+18.25 143812.0851 762333.7896

P.I. 201+54.96 143848.7954 762334.1419

P.T. 201+91.31 143884.5074 762325.6316

P.C. 202+30.87 143922.9855 762316.4621

P.I. 202+65.25 143956.4273 762308.4928

P.T. 202+98.96 143990.6106 762312.1477

P.C. 204+69.05 144159.7368 762330.2305

P.I. 204+76.62 144167.2633 762331.0352

P.T. 204+84.16 144174.8251 762330.6979

P.C. 205+61.26 144251.8501 762327.2614

P.I. 205+75.12 144265.6966 762326.6437

P.T. 205+88.98 144279.5561 762326.7939

P.O.T. 207+82.93 144473.5001 762328.8968

"PR-E"

CHAIN STATION NORTHING EASTING

P.O.T. 100+00.00 144047.5192 761901.8663 P.C. 101+40.94 144046.4287 762042.8029 P.I. 101+98.38 144045.9842 762100.2434 P.T. 102+55.32 144058.5774 762156.2881 P.C. 102+91.83 144066.5801 762191.9033 P.I. 103+06.68 144069.8366 762206.3958 P.T. 103+21.48 144070.9164 762221.2104 P.C. 103+26.19 144071.2585 762225.9042 P.I. 103+38.54 144072.1569 762238.2288 P.T. 103+50.78 144070.028 762250.4013 P.C. 104+91.31 144045.8171 762388.8372 P.I. 105+12.82 144042.1116 762410.0249 P.T. 105+34.17 144042.9961 762431.5159 P.C. 105+87.85 144045.2035 762485.1538

144045.5422 144042.1173

144045.8152

762701.4663 762514.8901 762500.0169

P.O.T. 108+04.20 P.T. 106+17.59 P.I. 106+02.73

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 6

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.03.dgn1/6/2026 12:28:23 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

ROUNDABOUT ALIGNMENT DETAILS

126TH STREET & GRAY ROAD

6t h St re et

6t h St re et

H azel D ell P kw y

Li ne

PR

-G

Lin e "P

R -H

H azel D ell P kw y

N °3

'2 "W

N °3

'4 "E

N °1

'0 "E

N °1

'2 "E

N °4

'4 "W

P.I. = 203+35.62 "PR-H"

Δ = 04°23'44" (LT)

D = 11°27'33" T = 19.19' L = 38.36' R = 500.00' E = 0.37 S.E. = N.C.

P.I. = 205+56.91 "PR-H"

Δ = 05°55'07" (LT)

D = 11°27'33" T = 25.85' L = 51.65' R = 500.00' E = 0.67 S.E. = N.C.

P.I. = 202+74.61 "PR-H"

Δ = 07°12'09" (RT)

D = 11°27'33" T = 31.47' L = 62.85' R = 500.00' E = 0.99 S.E. = N.C.

P.I. = 204+94.78 "PR-H"

Δ = 04°00'18" (RT)

D = 11°27'33" T = 17.48' L = 34.95' R = 500.00' E = 0.31 S.E. = N.C.

P.I. 202+74.61

P.C. 202+43.14

P.I. 203+35.62

P.C. 203+16.43

P.T. 203+06.00

P.T. 203+54.79

P.O.T. 200+00.00

P.I. 204+94.78

P.C. 204+77.30

P.T. 205+12.25

P.C. 205+31.07

P.I. 205+56.91

P.T. 205+82.72

P.O.T. 209+56.90

0+

5+

0+

N8 9° '06 "E

S8 5° '34 "E

N8 9° '19 "E

S8 3° '47 "E

N8 9° '14 "E

P.I. = 103+42.07 "PR-G"

Δ = 04°23'08" (LT)

D = 19°05'55" T = 11.49' L = 22.96' R = 300.00' E = 0.22 S.E. = N.C.

P.I. = 105+42.37 "PR-G"

Δ = 07°07'00" (LT)

D = 19°05'55" T = 18.66' L = 37.26' R = 300.00' E = 0.58 S.E. = N.C.

P.I. = 102+93.47 "PR-G"

Δ = 04°59'20" (RT)

D = 19°05'55" T = 13.07' L = 26.12' R = 300.00' E = 0.28 S.E. = N.C.

P.I. = 105+04.75 "PR-G"

Δ = 06°36'55" (RT)

D = 19°05'55" T = 17.34' L = 34.64' R = 300.00' E = 0.50 S.E. = N.C.

P.O.T. 100+00.00

P.T. 103+53.55

P.I. 103+42.07

P.C. 103+30.58

P.T. 103+06.52

P.I. 102+93.47

P.C. 102+80.40

P.O.T. 110+41.25

P.I. 105+42.37

P.C. 105+23.72

P.T. 105+60.98

P.T. 105+22.05

P.I. 105+04.75

P.C. 104+87.41

P.O.T. 100+00.00 144052.1737 767163.1789 P.C. 102+80.40 144056.2434 767443.5495 P.I. 102+93.47 144056.4331 767456.6174 P.T. 103+06.52 144055.4856 767469.6523 P.C. 103+30.58 144053.7413 767493.6503 P.I. 103+42.07 144052.9085 767505.1068 P.T. 103+53.55 144052.9543 767516.5934 P.C. 104+87.41 144053.4872 767650.4604 P.I. 105+04.75 144053.5563 767667.798 P.T. 105+22.05 144051.6275 767685.0282 P.C. 105+23.72 144051.4423 767686.6831 P.I. 105+42.37 144049.367 767705.2226 P.T. 105+60.98 144049.6045 767723.8763

P.O.T. 110+41.25 144055.7196 768204.1092

STATION

"PR-G"

CHAIN NORTHING EASTING

P.O.T. 200+00.00 143639.3683 767587.2855 P.C. 202+43.14 143882.4156 767580.5402 P.I. 202+74.61 143913.8722 767579.6672 P.T. 203+06.00 143945.19 767582.745 P.C. 203+16.43 143955.5715 767583.7653 P.I. 203+35.62 143974.668 767585.642 P.T. 203+54.79 143993.8522 767586.0497 P.C. 204+77.30 144116.3361 767588.6524 P.I. 204+94.78 144133.8146 767589.0238 P.T. 205+12.25 144151.2245 767590.6151 P.C. 205+31.07 144169.9661 767592.3281 P.I. 205+56.91 144195.7067 767594.6808 P.T. 205+82.72 144221.5527 767594.3667

P.O.T. 209+56.90 144595.7067 767589.8198

"PR-H"

CHAIN STATION NORTHING EASTING

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 7

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.04.dgn1/6/2026 12:28:27 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

126TH STREET & HAZEL DELL PKWY

Main Street

Line "PR-I"

L in e "P

R -J

G ra y R o a d

Main Street

G ra y R o a d

100+00 105+00

110+00S87°15'56"E

N80°3 8'34"E

S81°47'28"E

N80°5 8'49"E

S87°45'24"E S89°39'35"E

P.I. = 102+18.72 "PR-I"

Δ = 12°05'30" (LT)

D = 08°11'06" T = 74.14' L = 147.73' R = 700.00' E = 3.92 S.E. = N.C.

P.I. = 105+61.15 "PR-I"

Δ = 17°13'42" (LT)

D = 28°38'52" T = 30.30' L = 60.14' R = 200.00' E = 2.28 S.E. = N.C.

P.I. = 108+94.35 "PR-I"

Δ = 01°54'11" (LT)

D = 01°08'45" T = 83.04' L = 166.07' R = 5000.00' E = 0.69 S.E. = N.C.

P.I. = 103+60.49 "PR-I"

Δ = 17°33'57" (RT)

D = 38°11'50" T = 23.18' L = 45.99' R = 150.00' E = 1.78 S.E. = N.C.

P.I. = 107+15.91 "PR-I"

Δ = 11°15'46" (RT)

D = 08°11'06" T = 69.02' L = 137.60' R = 700.00' E = 3.39 S.E. = N.C.

P.O.T. 100+00.00 P.C. 101+44.58 P.C. 102+18.72

P.I. 103+60.49

P.C. 103+37.31

P.T. 102+92.30

P.T. 103+83.30

N °0

'5

"W

N °2

'4

"W

N °3

'0

"E

N °5

'0

"W

N °3

'2

"W

P.I. = 201+02.13 "PR-J"

Δ = 02°26'50" (LT)

D = 05°43'46" T = 21.36' L = 42.71' R = 1000.00' E = 0.23 S.E. = N.C.

P.I. = 204+34.58 "PR-J"

Δ = 14°31'13" (LT)

D = 28°38'52" T = 25.48' L = 50.69' R = 200.00' E = 1.62 S.E. = N.C.

P.I. = 202+16.76 "PR-J"

Δ = 12°02'56" (RT)

D = 28°38'52" T = 21.11' L = 42.06' R = 200.00' E = 1.11 S.E. = N.C.

P.I. = 205+55.22 "PR-J"

Δ = 06°23'40" (RT)

D = 11°27'33" T = 27.93' L = 55.80' R = 500.00' E = 0.78 S.E. = N.C.

P.T. 201+23.49

P.I. 201+02.13

P.C. 200+80.77

P.O.T. 100+00.00

P.T. 202+37.72

P.I. 202+16.76

P.C. 201+95.66

P.T. 205+83.09

P.I. 205+55.22

P.C. 205+27.29

P.T. 204+59.78

P.I. 204+34.58

P.C. 204+09.10

P.O.T. 207+34.00

P.C. 106+46.89

P.T. 105+91.00

P.I. 105+61.15

P.C. 105+30.86

P.I. 108+94.35

P.C. 108+11.31

P.T. 107+84.49

P.I. 107+15.91

P.O.T. 111+29.07

P.T. 109+77.38

P.O.T. 100+00.00

STATION

"PR-I"

CHAIN NORTHING EASTING

STATION

"PR-J"

CHAIN NORTHING EASTING

146692.6684 761856.4993 P.C. 101+44.58 146685.7711 762000.9123 P.I. 102+18.72 146682.2342 762074.9665 P.T. 102+92.30 146694.2883 762148.1187 P.C. 103+37.31 146701.6062 762192.5286 P.I. 103+60.49 146705.3742 762215.3958 P.T. 103+83.30 146702.0652 762238.334 P.C. 105+30.86 146680.997 762384.3783 P.I. 105+61.15 146676.671 762414.3658 P.T. 105+91.00 146681.4209 762444.2891 P.C. 106+46.89 146690.1829 762499.4879 P.I. 107+15.91 146701.0039 762567.6577 P.T. 107+84.49 146698.3022 762636.6282 P.C. 108+11.31 146697.2523 762663.4308 P.I. 108+94.35 146694.002 762746.408 P.T. 109+77.38 146693.5088 762829.4474

P.O.T. 111+29.07 146692.608 762981.1357

P.O.T. 200+00.00 146369.4766 762316.995 P.C. 200+80.77 146450.1996 762314.153 P.I. 201+02.13 146471.5462 762313.4014 P.T. 201+23.49 146492.8413 762311.7391 P.C. 201+95.66 146564.7935 762306.1222 P.I. 202+16.76 146585.8367 762304.4795 P.T. 202+37.72 146606.7592 762307.2656 P.C. 204+09.10 146776.6414 762329.8883 P.I. 204+34.58 146801.8977 762333.2515 P.T. 204+59.78 146827.1904 762330.1751 P.C. 205+27.29 146894.1983 762322.0246 P.I. 205+55.22 146921.9244 762318.6522 P.T. 205+83.09 146949.8537 762318.3887

P.O.T. 207+34.00 147100.7617 762316.9651

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A1" = 20'

N/A

N/A 8

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.05.dgn1/6/2026 12:28:30 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

MAIN STREET & GRAY ROAD

N '0

"W

N '5

"E

N '4

"W

P.I. = 204+19.90 "PR-N"

Δ = 25°06'36" (LT)

D = 22°55'06" T = 55.68' L = 109.56' R = 250.00' E = 6.12 S.E. = N.C.

PI = 202+07.59 "PR-N"

Δ = 13°21'43" (RT)

D = 16°22'13" T = 41.00' L = 81.62' R = 350.00' E = 2.39 S.E. = N.C.

P.I. 202+07.59

100+00 105+00

N89°11'13"E

Line "PR-M" Avian Way

Cherry Creek Blvd.

Li n e

P R -N

H a ze l D e ll

P kw y.

H a ze l D e ll P k w y

P.O.T. 100+00.00

STATION

"PR-M"

CHAIN NORTHING EASTING

151733.048 767312.682

151742.593 767985.190

P.O.T. 200+00.00 151407.692 767650.472 P.C. 201+66.59 151573.785 767637.638 P.I. 202+07.57 151614.662 767634.479 P.T. 202+48.21 151655.161 767640.853 P.C. 203+64.23 151768.757 767664.409 P.I. 204+19.90 151823.272 767675.714 P.T. 204+73.79 151877.434 767662.816

STATION NORTHING EASTING

"PR-N"

CHAIN

P.O.T. 106+72.58

P.O.T. 205+73.49 151974.422 767639.719

P.O.T. 100+00.00 P.O.T. 106+72.58

P.O.T. 200+00.00

P.T. 202+48.21

P.I. 202+07.59

P.C. 201+66.59

P.T. 204+73.79

P.I. 204+19.90

P.C. 203+64.22

P.O.T. 205+73.49

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 9

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DS.07.dgn1/6/2026 12:28:35 PMdwebster

In d ia n a S h a d e .t b l

In d y-

P d f.

p ltc fg

DATE REVISION

No.

ANAIDNI

DERETSIGER

R E

E

NIGNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BEW DRAHCIR DIVAD

CHERRY CREEK BLVD & HAZEL DELL PKWY

Construction Zone

Traffic Flow Arrow

Detour Route

Type III-B Barricade

Construction Warning Light, Type A

Construction Warning Light, Type B

Detour Route Marker Assembly

Construction Sign, Type A

LEGEND

NOTE: See Maintenance of Traffic Detail Sheets for specific layouts regarding each individual intersection.

Hazel Dell Parkway th

S tr e e t

River Road th

S tr e e t th

S tr e e t

Allisonville Road

Hazel Dell Parkway

Gray Road

Gray Road th

S tr e e t th

S tr e e t

M a in

S tr e e t th

S tr e e t

M a in

S tr e e t th

S tr e e t

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

XW20-3

XW20-2

XW20-3

XW20-2

XW20-2

XW20-3

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

300' 350' 350'

XW20-3XW20-236 46

49 59 or

36 46

49 59 or

Advanced Signing Typical Detail (1)

(Not to Scale)

350' 350'

XW20-3XW20-236 46

49 59 or

Advanced Signing Typical Detail (2)

(Not to Scale)

QUANTITY SUMMARY - PHASE I DETOUR

LFTType III-B Barricade

Construction Sign, Type A 22 EACH

EACH

EACH

64Detour Route Marker Assembly

Road Closure Sign Assembly

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 10

DRWDRW

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.01.dgn1/6/2026 12:28:41 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

1" = 1200'

DETOUR PLAN - VEHICLE

PHASE I

LPN LPN

Detour Route

Type III-B Barricade

Construction Warning Light, Type A

Construction Warning Light, Type B

Detour Route Marker Assembly

Construction Sign, Type A

LEGEND

River Road th

S tr e e t

Allisonville Road

Hazel Dell Parkway

Hazel Dell Parkway

Gray Road

Gray Road

Keystone Parkway Keystone Parkway th

S tr e e t th

S tr e e t

M a in

S tr e e t

M a in

S tr e e t th

S tr e e t th

S tr e e t th

S tr e e t

NOTE: See Maintenance of Traffic Detail Sheets for specific layouts regarding each individual intersection.

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2 XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

300' 350' 350'

XW20-3XW20-2-

Advanced Signing Typical Detail (1)

(Not to Scale)

350' 350'

XW20-3XW20-2

Advanced Signing Typical Detail (2)

(Not to Scale)

3 35 -3 35

-3 35 th

S tr e e t

XW20-3

XW20-2

th

S tr e e t

QUANTITY SUMMARY - PHASE II DETOUR

LFTType III-B Barricade

Construction Sign, Type A 28 EACH

EACH

EACH

107Detour Route Marker Assembly

Road Closure Sign Assembly

XW20-2

XW20-3

XW20-3

XW20-2

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

XW20-3

XW20-2

-49 59 -49 59

-49 59

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 11

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.02.dgn1/6/2026 12:28:53 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

DETOUR PLAN - VEHICLE

PHASE II

1" = 1200'

Detour Route

Type III-B Barricade

Construction Warning Light, Type A

Construction Warning Light, Type B

Detour Route Marker Assembly

Construction Sign, Type A

LEGEND

th

S tr e e t

Allisonville Road

Hazel Dell Parkway

Hazel Dell Parkway

Gray Road

Gray Road

Keystone Parkway

Keystone Parkway th

S tr e e t th

S tr e e t

M a in

S tr e e t th

S tr e e t th

S tr e e t th

S tr e e t

NOTE: See Maintenance of Traffic Detail Sheets for specific layouts regarding each individual intersection.

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

300' 350' 350'

XW20-3XW20-2-

Advanced Signing Typical Detail (1)

(Not to Scale)

350' 350'

XW20-3XW20-2

Advanced Signing Typical Detail (2)

(Not to Scale)

3 46

-5 th

S tr e e t th

S tr e e t

QUANTITY SUMMARY - PHASE III DETOUR

LFTType III-B Barricade

Construction Sign, Type A 38 EACH

EACH

EACH

85Detour Route Marker Assembly

Road Closure Sign Assembly

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

Barricades Req'd.

24' of Type III-B

C h e rr y C re e k

B lv d

Barricades Req'd.

24' of Type III-B

XW20-3

XW20-2

XW20-2

XW20-3

M a in

S tr e e t

12 11

XW20-3

XW20-2

XW20-2

XW20-3

XW20-3

XW20-2

-3 46

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 12

DRWDRW

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.03.dgn1/6/2026 12:29:01 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

DETOUR PLAN - VEHICLE

PHASE III

Detour Route

Type III-B Barricade

Construction Warning Light, Type A

Construction Warning Light, Type B

Detour Route Marker Assembly

Construction Sign, Type A

LEGEND

Keystone Parkway Keystone Parkway

Gray Road th

S tr e e t th

S tr e e t

M a in

S tr e e t th

S tr e e t th

S tr e e t

Gray Road

Hazel Dell Parkway

M a in

S tr e e t th

S tr e e t th

S tr e e t

River Road th

S tr e e t

Allisonville Road

Hazel Dell Parkway

NOTE: See Maintenance of Traffic Detail Sheets for specific layouts regarding each individual intersection.

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

Barricades Req'd.

24' of Type III-B

300' 350' 350'

XW20-3XW20-2

Advanced Signing Typical Detail (1)

(Not to Scale)

350' 350'

XW20-3XW20-2

Advanced Signing Typical Detail (2)

(Not to Scale) or

13 22

36 45 or

13 22

36 45 th

S tr e e t

Eller Road River Road th

S tr e e t

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

44 36

Hazel Dell Parkway

41 42

15 20

15 38

QUANTITY SUMMARY - PHASE IV DETOUR

LFTType III-B Barricade

Construction Sign, Type A 34 EACH

EACH

EACH

101Detour Route Marker Assembly

Road Closure Sign Assembly

XW20-3

XW20-2

XW20-3

XW20-2

XW20-3

XW20-2

th

S tr e e t

XW20-3

XW20-2

XW20-3

XW20-2

XW20-2

XW20-3

or

13 22

36 45

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 13

DRWDRW

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.04.dgn1/6/2026 12:29:08 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

PHASE IV

DETOUR PLAN - VEHICLE

PHASE I SIGNAGE DETAILS PHASE II SIGNAGE DETAILS

(48" x 48")

R11-4

(60" x 30")

XM4-10 (R or L)

(48" x 18")

Road Closure Sign

Assembly, Type 1 XW20-3XW20-2

(48" x 48")

THRU TRAFFIC

TO

ROAD CLOSED

DETOUR

XM4-8a

DETOUR

END

M1-4MAIN ST

(48" x 48")

R11-4

(60" x 30")

XM4-10 (R or L)

(48" x 18")

Road Closure Sign

Assembly, Type 1 XW20-3XW20-2

(48" x 48")

THRU TRAFFIC

TO

ROAD CLOSED

DETOUR

M1-4

M3-3

M5-1 (L)

XM 4-8

UTSO H

HAZEL DELL PKWY

XM 4-8

M6-1 (L)

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-3S

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M5-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

M5-1 (L)

XM 4-8

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-1 (L)

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-3S

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M5-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY

36 37 38 39 40 41

42 43 44 45 49 50

XM 4-8

M6-1 (L)

M1-4126TH ST

M3-2

M1-4126TH ST

M5-1 (L)

XM 4-8

M3-2

XM4-8a

DETOUR

END

M1-4126TH ST

51 52 53 54 55 56

57 58 59

XM 4-8

M5-1(R)

M1-4126TH ST

M3-4

XM 4-8

M6-1(R)

M1-4126TH ST

M3-4

XM 4-8

M6-3S

M1-4126TH ST

M3-2

XM 4-8

M6-1(R)

M1-4126TH ST

M3-2

XM 4-8

M5-1(R)

M1-4126TH ST

M3-2

M1-4126TH ST

M5-1 (L)

XM 4-8

M3-4

XM 4-8

M6-1 (L)

M1-4126TH ST

M3-4

XM 4-8

M6-3S

M1-4126TH ST

M3-4

XM4-8a

DETOUR

END

M1-4HAZEL DELL PKWY

XM4-8a

DETOUR

END

M1-4GRAY RD

23 24

M1-4MAIN ST

M5-1 (L)

XM 4-8

M3-2

XM 4-8

M6-1 (L)

M1-4MAIN ST

M3-2

25 26

XM 4-8

M6-3S

M1-4MAIN ST

M3-2

XM 4-8

M6-1(R)

M1-4MAIN ST

M3-2

27 28 29 30

31 32

XM 4-8

M5-1(R)

M1-4MAIN ST

M3-4

XM 4-8

M6-1(R)

M1-4MAIN ST

M3-4

XM 4-8

M6-3S

M1-4MAIN ST

M3-4

XM 4-8

M6-1 (L)

M1-4MAIN ST

M3-4

M1-4MAIN ST

M5-1 (L)

XM 4-8

M3-4

XM 4-8

M5-1(R)

M1-4MAIN ST

M3-2

XM4-8a

DETOUR

END

M1-4126TH ST

49 50

XM 4-8

M6-1 (L)

M1-4126TH ST

M3-2

M1-4126TH ST

M5-1 (L)

XM 4-8

M3-2

51 52

53 54 55 56

XM 4-8

M6-3S

M1-4126TH ST

M3-2

XM 4-8

M6-1(R)

M1-4126TH ST

M3-2

XM 4-8

M5-1(R)

M1-4126TH ST

M3-2

M1-4126TH ST

M5-1 (L)

XM 4-8

M3-4

XM 4-8

M6-1 (L)

M1-4126TH ST

M3-4

XM 4-8

M6-3S

M1-4126TH ST

M3-4

57 58

XM 4-8

M5-1(R)

M1-4126TH ST

M3-4

XM 4-8

M6-1(R)

M1-4126TH ST

M3-4

XM 4-8

M6-1 (L)

M3-3UTSO H

M1-4GRAY RD

XM 4-8

M6-3S

M3-3UTSO H

M1-4GRAY RD

XM 4-8

M6-1(R)

M3-3UTSO H

M1-4GRAY RD

XM 4-8

M5-1(R)

M3-3UTSO H

M1-4GRAY RD M1-4GRAY RD

M5-1 (L)

XM 4-8

M3-1RTNO H

M1-4

M3-3

M5-1 (L)

XM 4-8

UTSO H

GRAY RD

3 4 5 6 7 8

XM 4-8

M6-1 (L)

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M6-3S

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M6-1(R)

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M5-1(R)

M3-1RTNO H

M1-4GRAY RD

9 10 11 12

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 14

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.05.dgn1/6/2026 12:29:16 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

DETOUR PLAN - VEHICLE

SIGNAGE DETAILS

PHASE III SIGNAGE DETAILS PHASE IV SIGNAGE DETAILS

R11-4

(60" x 30")

XM4-10 (R or L)

(48" x 18")

Road Closure Sign

Assembly, Type 1

THRU TRAFFIC

TO

ROAD CLOSED

DETOUR

(48" x 48")

XW20-3XW20-2

(48" x 48")

15 16 17 18 19 20

XM 4-8

M6-1 (L)

M1-4116TH ST

M3-4

XM 4-8

M6-3S

M1-4116TH ST

M3-4

M1-4116TH ST

M5-1 (L)

XM 4-8

M3-4

XM 4-8

M5-1(R)

M1-4116TH ST

M3-2

XM 4-8

M6-1(R)

M1-4116TH ST

M3-2

XM 4-8

M6-3S

M1-4116TH ST

M3-2

13 14

XM 4-8

M6-1 (L)

M1-4116TH ST

M3-2

M1-4116TH ST

M5-1 (L)

XM 4-8

M3-2

21 22

XM 4-8

M6-1(R)

M1-4116TH ST

M3-4

XM 4-8

M5-1(R)

M1-4116TH ST

M3-4

M1-4

M3-3

M5-1 (L)

XM 4-8

UTSO H

HAZEL DELL PKWY

XM 4-8

M6-1 (L)

M3-3UTSO H

M1-4HAZEL DELL PKWY

36 37

XM 4-8

M6-3S

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M5-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

M5-1 (L)

XM 4-8

M3-1RTNO H

M1-4HAZEL DELL PKWY

38 39

40 41

XM 4-8

M6-1 (L)

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-3S

M3-1RTNO H

M1-4HAZEL DELL PKWY

42 43

XM 4-8

M6-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY

44 45

XM 4-8

M5-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY

15 16 17 18

19 20

XM 4-8

M6-1 (L)

M1-4116TH ST

M3-4

XM 4-8

M6-3S

M1-4116TH ST

M3-4

M1-4116TH ST

M5-1 (L)

XM 4-8

M3-4

XM 4-8

M5-1(R)

M1-4116TH ST

M3-2

XM 4-8

M6-1(R)

M1-4116TH ST

M3-2

XM 4-8

M6-3S

M1-4116TH ST

M3-2

13 14

XM 4-8

M6-1 (L)

M1-4116TH ST

M3-2

M1-4116TH ST

M5-1 (L)

XM 4-8

M3-2

21 22

XM 4-8

M6-1(R)

M1-4116TH ST

M3-4

XM 4-8

M5-1(R)

M1-4116TH ST

M3-4

M1-4

M3-3

M5-1 (L)

XM 4-8

UTSO H

HAZEL DELL PKWY

XM 4-8

M6-1 (L)

M3-3UTSO H

M1-4HAZEL DELL PKWY

36 37

XM 4-8

M6-3S

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

XM 4-8

M5-1(R)

M3-3UTSO H

M1-4HAZEL DELL PKWY

M5-1 (L)

XM 4-8

M3-1RTNO H

M1-4HAZEL DELL PKWY

38 39 40 41

XM 4-8

M6-1 (L)

M3-1RTNO H

M1-4HAZEL DELL PKWY

XM 4-8

M6-3S

M3-1RTNO H

M1-4HAZEL DELL PKWY

42 43

XM 4-8

M6-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY

44 45

XM 4-8

M5-1(R)

M3-1RTNO H

M1-4HAZEL DELL PKWY XM4-8a

DETOUR

END

M1-4HAZEL DELL PKWY

XM4-8a

DETOUR

END

M1-4116TH ST

XM 4-8

M6-1 (L)

M3-3UTSO H

M1-4GRAY RDM1-4

M3-3

M5-1 (L)

XM 4-8

UTSO H

GRAY RD

3 4

XM 4-8

M6-3S

M3-3UTSO H

M1-4GRAY RD

XM 4-8

M6-1(R)

M3-3UTSO H

M1-4GRAY RD

XM 4-8

M5-1(R)

M3-3UTSO H

M1-4GRAY RD M1-4GRAY RD

M5-1 (L)

XM 4-8

M3-1RTNO H

5 6 7 8

XM 4-8

M6-1 (L)

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M6-3S

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M6-1(R)

M3-1RTNO H

M1-4GRAY RD

XM 4-8

M5-1(R)

M3-1RTNO H

M1-4GRAY RD

9 10 11 12

(48" x 48")

R11-4

(60" x 30")

XM4-10 (R or L)

(48" x 18")

Road Closure Sign

Assembly, Type 1 XW20-3XW20-2

(48" x 48")

THRU TRAFFIC

TO

ROAD CLOSED

DETOUR

XM4-8a

DETOUR

END

M1-4GRAY RD

XM4-8a

DETOUR

END

M1-4HAZEL DELL PKWY

XM4-8a

DETOUR

END

M1-4116TH ST

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 15

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.DPL.06.dgn1/6/2026 12:29:21 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

DETOUR PLAN - VEHICLE

SIGNAGE DETAILS

Type 2 Req'd.

Road Closure Sign Assembly, 60 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 36 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 48 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 36 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 12 Lft of Type III-B Barricades &

12 Lft of Type III-B Barricades

Staggered Barricades at Greenspire Drive.

Type 2 Req'd. Contractor to install

Road Closure Sign Assembly, 12 Lft of Type III-B Barricades &

12 Lft of Type III-B Barricades

Staggered Barricades at Brookshire Pkwy

Type 2 Req'd. Contractor to install

Road Closure Sign Assembly, 12 Lft of Type III-B Barricades &

12 Lft of Type III-B Barricades

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Contractor to install at Stonewick Run

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Contractor to install at Brookshire Pkwy

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Contractor to install at Brooks Ct

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Contractor to install at Greenspire Drive

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

M4-9b (L)

M4-9b (R)G re e n S t.

W o o d C re e k D r.

Pedestrian Path Req'd.

34 SYS of Temp. Accessible

Pedestrian Detour Route

100+00 105+00 110+00

.0

P O

T

.3

0+

.00

PO

208+41.05 POT

116th Street

L in e

P R -B

Line "PR-A"

G ra y R o a d

116th Street

G ra y R o a d

Construction Zone

LEGEND

Construction Sign, Type A & B

Type III-A or B Barricade

Temp. Accessible Pedestrian Path

Pedestrian Detour Route

QUANTITY SUMMARY - GRAY & 116TH MOT

LFTType III-B Barricade

Construction Sign, Type B 16 EACH

180 LFT

EACH7

Type III-A Barricade

Road Closure Sign Assembly, Type 2

SIDEWALK

CLOSED

R9-9

(24" x 12")

SIDEWALK CLOSED

CROSS HERE

AHEAD

R9-11(R or L)

(24" x 18")

Temporary Pedestrian Channelizer 126 LFT

Temporary Accessible Pedestrian Path 34 SYS

DETOUR

M4-9b (R or L)

(30" x 24")

NOTE: Contractor Shall Limit Sidewalk Closures During Construction. Closures of Crosswalks Throughout Construction Shall be Permitted. Remaining

Sidewalk Shall Remain Open Until Removal and Replacement is

Necessary. Contractor to Coordinate with Field Personnel During

Construction for Sidewalk Replacement.

R-11-2

(48" x 30")

Road Closure Sign Assembly, Type 2

SIDEWALK

CLOSED

AHEAD

R9-9a

(30" x 18")

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 16

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.TP.01.dgn1/6/2026 12:29:26 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

MAINTENANCE OF TRAFFIC DETAILS

116TH STREET & GRAY ROAD

1" = 100'

48 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 48 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 24 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 24 Lft of Type III-B Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 24 Lft of Type III-B Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 72 Lft of Type III-A Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 24 Lft of Type III-B Barricades &

Type 2 Req'd.

Road Closure Sign Assembly, 96 Lft of Type III-A Barricades &

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Contractor to install at Creekside Ln

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd

9 Lft of Temporary Pedestrian

M4-9b (L)

M4-9b (L)

M4-9b (R)

M4-9b (R) Pedestrian Path Req'd.

31 SYS of Temp. Accessable

Pedestrian Path Req'd.

34 SYS of Temp. Accessable

Pedestrian Detour Route

Pedestrian Detour Route

100+00.00 POT

112+40.78 POT

200+0

205+00

210+

.2 th

S tre e t th S tre e t

L in e

P R

-C

Lin e "

PR

-D

Hazel De ll Pkwy

Ha zel De ll P kw y

Construction Zone

LEGEND

Construction Sign, Type A & B

Type III-A or B Barricade

Temp. Accessible Pedestrian Path

Pedestrian Detour Route

QUANTITY SUMMARY - HAZEL DELL & 116TH MOT

LFTType III-B Barricade

Construction Sign, Type B 20 EACH

288 LFT

EACH8

Type III-A Barricade

Road Closure Sign Assembly, Type 2

Temporary Pedestrian Channelizer 144 LFT

NOTE: Contractor Shall Limit Sidewalk Closures During Construction. Closures of Crosswalks Throughout Construction Shall be Permitted. Remaining

Sidewalk Shall Remain Open Until Removal and Replacement is

Necessary. Contractor to Coordinate with Field Personnel During

Construction for Sidewalk Replacement.

Temporary Accessible Pedestrian Path 65 SYS

SIDEWALK

CLOSED

R9-9

(24" x 12")

SIDEWALK CLOSED

CROSS HERE

AHEAD

R9-11(R or L)

(24" x 18")

DETOUR

M4-9b (R or L)

(30" x 24")

R-11-2

(48" x 30")

Road Closure Sign Assembly, Type 2

SIDEWALK

CLOSED

AHEAD

R9-9a

(30" x 18")

24-ENG-07b1N/A

CITY OF CARMEL

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

N/A

N/A

N/A

N/A 17

BLM

DRWDRW

CTP

12/29/2025FOR APPROVAL

RECOMMENDED

P:\2025\00120\D. Drawings\202500120.RD.TP.01.dgn1/6/2026 12:29:35 PMdwebster

In d ia n a S h a d e .t b l

In d y -P d f.

p lt c fg

DATE REVISION

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P

STATE OF

12200669

RE

TS

BE

W DRAHCIR DIVAD

MAINTENANCE OF TRAFFIC DETAILS

Type 2 Req'd

60 Lft of Type III-A Barricades &

Type 2 Req'd

Road Closure Sign Assembly, 36 Lft of Type III-A Barricades &

Type 2 Req'd

Road Closure Sign Assembly, 36 Lft of Type III-A Barricades &

Type 2 Req'd

Road Closure Sign Assembly, 36 Lft of Type III-A Barricades &

Type 2 Req'd

Road Closure Sign Assembly, 12 Lft of Type III-B Barricades &

12 Lft of Type III-B Barricades

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9 Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Contractor to install at Harrison Dr.

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

Channelizer & R9-9a Sign Req'd.

9 Lft of Temporary Pedestrian

M4-9b (L)

M4-9b (R)

M4-9b (R)

M4-9b (R)

M4-9b (L)

M4-9b (L)

M4-9b (R)

M4-9b (L)

100+00 105+00

.2

200+00.00 POT

207+82.93 POT

126th Street

G ra y R o a d

126th Street

L in e "P

R -F

Line "PR-E"

G ra y R o a d

W em bl y La ne

Wembly Road

C h a rin g C ro s s in g R o a d

L im b e rlo s t D r.

Construction Zone

LEGEND

Construction Sign, Type A & B

Type III-A or B Barricade

Temp. Accessible Pedestrian Path

Pedestrian Detour Route

QUANTITY SUMMARY - GRAY & 126TH MOT

LFTType III-B Barricade

Construction Sign, Type B 26 EACH

168 LFT

EACH5

Type III-A Barricade

Road Closure Sign Assembly, Type 2

Temporary Pedestrian Channelizer 144 LFT

NOTE: Contractor Shall Limit Sidewalk…