116th_Street_and_AAA_Way_Roundabout_-_Road_Plans.pdf

PDF 16 MB Posted Sep 29, 2025

Attached to: Merchants Square Area Road and Utility Improvements Project
Solicitation number: RFQual-2025-033
Issued by: Hamilton County, Indiana

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Other files

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Merchants_Square_Area_Road_and_Utility_Improvements_Project_(Addendum_#2_Revision).pdf	PDF	Nov 3, 2025
Merchants_Square_Area_Road_and_Utility_Improvements_Project.pdf	PDF	Sep 30, 2025
Carmel_Dr_and_AAA_Way_to_Keystone_Way_Improvements_-_Road_Plans.pdf	PDF	Sep 29, 2025
116th_Street_and_AAA_Way_Roundabout_-_Road_Plans.pdf	PDF	Sep 29, 2025
Carmel_BOT_RFQ_Figure_3_Road_IMP.pdf	PDF	Sep 29, 2025
Carmel_BOT_RFQ_Figure_2_Utilites.pdf	PDF	Sep 29, 2025
Carmel_BOT_RFQ_Figure_1_Overview.pdf	PDF	Sep 29, 2025

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GRAY

W Y

116th ST

END PROJECT

STA. 24+36.42 'PR-A'

END CONSTRUCTION

STA. 42+68.36 'PR-S-1-A'

BEGIN PROJECT

STA. 16+35.00 'PR-A'

A ST

POINTE PKWY

Y D

R MERCHANTS SQ DR

S R

E R

E CARMEL DR

116th ST

R O

G S

D R

R D

L N

R E

D R

R O

G S

D R

R E

D R

N D

D R

BEGIN CONSTRUCTION

STA. 36+85.86 'PR-S-1-A'

. 1

G-th

116th STREET AND AAA WAY ROUNDABOUT

CITY OF CARMEL

INTERSECTION IMPROVEMENTS

PROJECT NO. 16-ENG-45

HONORABLE JAMES BRAINARD, MAYOR

95%

PLANS

Know what's below.

before you dig.Call

AutoCAD SHX Text %%u LOCATION MAP

AutoCAD SHX Text

LORI WATSON - MEMBER

AutoCAD SHX Text %%u BOARD OF PUBLIC WORKS AND SAFETY

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MARY ANN BURKE - MEMBER

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JAMES BRAINARD, MAYOR - CHAIRMAN

AutoCAD SHX Text %%u APPROVED BY:

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MILES

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GRAPHIC SCALE

AutoCAD SHX Text 1.00

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AutoCAD SHX Text NOTES 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2. FOR SHEET INDEX AND UTILITY INFORMATION, SEE SHEET NO. 2.FOR SHEET INDEX AND UTILITY INFORMATION, SEE SHEET NO. 2.

AutoCAD SHX Text

SUE FINKAM

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RONALD CARTER

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LAURA CAMPBELL

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TONY GREEN

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BRUCE KIMBALL

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JEFF WORRELL

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KEVIN RIDER

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%%UCITY COUNCIL MEMBERS

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APPROVED BY:

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DATE

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JEREMY KASHMAN, PE

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CITY ENGINEER

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NO.

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DATE

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REVISIONS

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APPR.

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DEPARTMENT OF TRANSPORTATION STANDARD

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SPECIFICATIONS DATED 2018, INDOT SUPPLEMENTAL

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SPECIFICATIONS, TO BE USED WITH THESE PLANS

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CITY OF CARMEL STANDARDS AND INDIANA

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OWNER

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CITY OF CARMEL

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ONE CIVIC SQUARE

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CARMEL, INDIANA 46032

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(317) 571-2400

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TOPOGRAPHIC SURVEY BY:

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DLZ INDIANA, LLC

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157 E. MARYLAND STREET

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INDIANAPOLIS, IN 46204

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(317) 633-4120

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PLANS PREPARED BY:

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CERTIFIED BY: DATE

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CERTIFIED BY: DATE

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CERTIFIED BY: DATE

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DESIGNED:

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CHECKED:

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DRAWN:

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CHECKED:

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JHT

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CAD

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JHT

ZLD

DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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APPRV'D:

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DATE:

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DATE

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NO.

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REVISION

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SHEET

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DRAWING NUMBER

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HORIZ. SCALE:

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VERT. SCALE:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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INDEX AND

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GENERAL NOTES

AutoCAD SHX Text N/A

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INDEX

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SHEET NO.

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DRAWINGS INDEX

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TITLE SHEET

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INDEX AND GENERAL NOTES

AutoCAD SHX Text 3-6-66

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TYPICAL SECTIONS

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PLAT NO. 1

AutoCAD SHX Text 8-11-1111

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GEOMETRIC PLAN

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ROUNDABOUT LAYOUT PLAN

AutoCAD SHX Text 13-24-2424

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MAINTENANCE OF TRAFFIC

AutoCAD SHX Text 25-30-3030

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PLAN AND PROFILE

AutoCAD SHX Text 31-32-3232

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SPOT ELEVATION DETAIL

AutoCAD SHX Text 33-34-3434

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EROSION CONTROL PLAN

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LIGHTING PLAN

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PAVEMENT MARKING PLAN

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SIGNING PLAN

AutoCAD SHX Text 38-39-3939

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SIGN DETAILS

AutoCAD SHX Text 40-41-4141

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SHEET SIGN AND POST SUMMARY TABLE

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WATERLINE RELOCATION PLAN

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MISCELLANEOUS TABLES

AutoCAD SHX Text 44-45-4545

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UNDERDRAIN TABLE

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STRUCTURE DATA TABLE

AutoCAD SHX Text 47-60-6060

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CROSS SECTIONS

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REVISIONS

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SHEET NO.

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DATE

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REVISED

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GENERAL NOTES

AutoCAD SHX Text ALL EARTH SHOULDERS, MEDIAN AREAS, AND CUT/FILL SLOPES SHALL BE MULCHED SEEDED EXCEPT WHERE SODDING IS SPECIFIED.

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CONTRACTION JOINTS SHALL BE PLACED AT ALL MANHOLES WITHIN PAVEMENT LIMITS.

AutoCAD SHX Text CONTRACTION JOINTS SHALL BE PLACED AT THE BEGINNING AND END OF ALL RADII, AT STREET AND ALLEY INTERSECTIONS.

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UTILITIES

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UTILITY

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OWNER

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CONTACTS

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ADDRESS

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EMAIL ADDRESS

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PHONE NO.

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WATER

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CITY OF CARMEL

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STEVE COOK

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3450 W 131TH STREET CARMEL, IN 46074

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SCOOK@CARMEL.IN.GOV

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OFFICE (317) 733-2855 CELL (317) 716-3913

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GAS

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VECTREN-NOBLESVILLE

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BRIAN HARGER

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16000 ALLISONVILLE ROAD NOBLESVILLE, IN 46061

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BHARGER@VECTREN.COM

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OFFICE (317) 776-5534 CELL (765) 620-0747

AutoCAD SHX Text

TELEPHONE

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AT&T

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JEFF RICE

AutoCAD SHX Text 240 N. MERIDIAN STREET, 2nd FLOOR INDIANAPOLIS, IN 46204

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JR2647@ATT.COM

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OFFICE (317) 610-5438 CELL (317) 225-3313

AutoCAD SHX Text

CABLE TV

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SPECTRUM (FORMERLY CHARTER AND BRIGHT HOUSE NETWORKS)

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STEVEN L. GARNER

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GARNERSLG@AOL.COM

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OFFICE (317) 690-1991

AutoCAD SHX Text

JOE BURTON

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3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218

AutoCAD SHX Text

JOEBURTON@CHARTER.COM

AutoCAD SHX Text

PHONE (317) 339-9075

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CABLE TV

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COMCAST

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SCOTT EVANS

AutoCAD SHX Text 5330 E. 65th STREET INDIANAPOLIS, IN 46220

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SEVANS@TELECOMPLACEMENT.COM

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(317) 752-6569

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ELECTRIC

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DUKE ENERGY- DISTRUBUTION FACILITIES

AutoCAD SHX Text

DAN BENSON

AutoCAD SHX Text

100 S. MILL CREEK ROAD NOBLESVILLE, IN 46062

AutoCAD SHX Text

DAN.BENSON@DUKE-ENERGY.COM

AutoCAD SHX Text

OFFICE (317) 776-5340 CELL (317) 315-4681

AutoCAD SHX Text

ELECTRIC (FOR POINT CONNECTION)

AutoCAD SHX Text

DUKE ENERGY- SERVICE FACILITIES

AutoCAD SHX Text

TRENT GODSEY

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16475 SOUTHPARK DRIVE WESTFIELD, IN 46074

AutoCAD SHX Text

TRENT.GODSEY@DUKE-ENERGY.COM

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PHONE (317) 896-6711

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WASTEWATER

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CARMEL UTILITIES

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EDWARD WOLFE

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9604 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280

AutoCAD SHX Text

EWOLFE@CARMEL.IN.GOV

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PHONE (317) 571-2634 FAX (317) 571-2636

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WASTEWATER

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CROSSROAD ENGINEERS

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DERRICK BYE

AutoCAD SHX Text

3417 SHERMAN DRIVE BEECH GROVE, IN 46107

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DBYE@CROSSROADSENGINEERS.COM

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PHONE (317) 780-1555 EXT 119 CELL (317) 339-8526

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COMMUNICATION

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ZAYO BANDWIDTH

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WAYLON HIGGINS

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9209 CASTLEGATE DRIVE INDIANAPOLIS, IN 46256

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WAYLON.HIGGINS@ZAYO.COM

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(765) 341-1199

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STEVEN L. GARNER

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GARNERSLG@AOL.COM

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OFFICE (317) 690-1991

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COMMUNICATION

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WINDSTREAM

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JEFFERY W. FETTIG

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10305 OTTERBEIN ROAD, SE LACONIA, IN 47135

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JEFFERY.W.FETTIG@WINDSTREAM.COM

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OFFICE (317) 619-1575 CELL (317) 619-1575

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STEVEN L. GARNER

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GARNERSLG@AOL.COM

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OFFICE (317) 690-1991

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COMMUNICATION

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CARMEL STREET DEPARTMENT

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ERIC SHANAYDA

AutoCAD SHX Text 3400 W 131st STREET CARMEL, IN 46074

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ESHANAYDA@CARMEL.IN.GOV

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PHONE (317) 733-2001

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COMMUNICATION

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CITY OF CARMEL

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BRIAN SMITH

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31 FIRST AVENUE, NW CARMEL, IN 46032

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BMSMITH@CARMEL.IN.GOV

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PHONE (317) 571-2594

NOTE: LISTED ABOVE ARE THE INDIANA UNDERGROUND UTILITIES PLANT PROTECTION CONTACTS. OTHERS NOT LISTED MAY EXIST.

LINE 'PRA'

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

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TYPICAL SECTION - ROUNDABOUT APPROACH STA. 16+35.00 'PRA' TO STA. 16+69.55 'PRA'

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PROFILE GRADE

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

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VARIES

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VARIES

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SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

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VARIES

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VARIES

AutoCAD SHX Text 2%%%

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SUBGRADE TREATMENT, TYPE IB

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TYP.

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

AutoCAD SHX Text 1.5%%%

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TYPICAL SECTION - ROUNDABOUT APPROACH STA. 17+50.00 'PRA' TO STA. 17+72.00 'PRA'

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LINE 'PRA'

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SUBGRADE TREATMENT, TYPE IB

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SUBGRADE TREATMENT, TYPE IB

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SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

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PROFILE GRADE

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VARIES

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VARIES

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TYP.

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*SLOPE VARIES (SEE CROSS SECTION SHEETS)

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

AutoCAD SHX Text *2%%%

AutoCAD SHX Text 2'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text 2%%%*

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

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UNDERDRAIN, SEE DETAIL, SHEET NO. 6

AutoCAD SHX Text U

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CURB AND GUTTER, CONCRETE, TYPE II

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(SEE CARMEL STD. DWG. NO. 10-14)

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SEED MIXTURE, U

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SODDING, NURSERY

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AutoCAD SHX Text F

AutoCAD SHX Text HMA FOR MULTI-USE PATH 165#/SYD HMA SURFACE, TYPE B, 9.5 mm, ON 275#/SYD HMA INTERMEDIATE, TYPE B, 19.0 mm, ON 6" COMPACTED AGGREGATE, NO. 53, ON COMPACTED SUBGRADE (SEE CARMEL STD. DWG. NO. 10-20)

AutoCAD SHX Text K

AutoCAD SHX Text HMA PAVEMENT 165#/SYD HMA, SURFACE, TYPE C, 9.5 mm, ON 275#/SYD HMA, INTERMEDIATE, TYPE C, 19.0 mm, ON 385#/SYD HMA, BASE, TYPE C, 25.0 mm, ON 250#/SYD HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm, ON 330#/SYD HMA, BASE, TYPE C, 25.0 mm, ON SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

STRAIGHT CONCRETE CURB

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(SEE CARMEL STD. DWG. NO. 10-16)

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CONCRETE, SIDEWALK, 4"

AutoCAD SHX Text F1

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(SEE CARMEL STD. DWG. NO. 10-18)

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CENTER CURB, TYPE D

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(SEE INDOT STD. DWG. NO. E-605-CNCC-03)

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AutoCAD SHX Text 1240#/SYD HMA FOR PATCHING, TYPE C CONSISTING OF: 275#/SYD HMA, INTERMEDIATE, TYPE C, 19.0 mm, ON 385#/SYD HMA, BASE, TYPE C, 25.0 mm, ON 250#/SYD HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm, ON 330#/SYD HMA, BASE, TYPE C, 25.0 mm, ON SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

LEGEND

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7" PCCP CONCRETE, COLORED AND JOINTED (GREEN SLATE), ON

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10" COMPACTED AGGREGATE, NO. 53, BASE, ON

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SUBGRADE TREATMENT, TYPE IB

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(SEE CARMEL STD. DWG. NO. 10-25A)

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CROWN

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ROLL CURB FOR TRUCK APRON

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(SEE CARMEL STD. DWG. NO. 10-25C)

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BARRIER CURB FOR TRUCK APRON

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(SEE CARMEL STD. DWG. NO. 10-25D)

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CONCRETE CURB, TYPE B (SLOPING)

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(SEE INDOT STD. DWG. NO. E-605-CCCG-01)

AutoCAD SHX Text M

AutoCAD SHX Text SURFACE MILLING, ASPHALT, VARIABLE DEPTH, HMA, INTERMEDIATE, TYPE C, 19.0 mm (275#/SYD MIN.)

AutoCAD SHX Text R

AutoCAD SHX Text 165#/SYD HMA, SURFACE, TYPE C, 9.5 mm

AutoCAD SHX Text

TYPICAL SECTION - ROUNDABOUT APPROACH STA. 16+69.55 'PRA' TO STA. 17+50.00 'PRA'

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LINE 'PRA'

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SUBGRADE TREATMENT, TYPE IB

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SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

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PROFILE GRADE

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VARIES

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VARIES

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TYP.

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*SLOPE VARIES (SEE CROSS SECTION SHEETS)

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

AutoCAD SHX Text *2%%%

AutoCAD SHX Text 2'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text 2%%%*

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

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EXISTING PAVEMENT

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EXISTING PAVEMENT

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EXISTING PAVEMENT

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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APPRV'D:

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DATE:

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DATE

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NO.

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REVISION

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SHEET

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DRAWING NUMBER

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HORIZ. SCALE:

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VERT. SCALE:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

CURB AND GUTTER, CONCRETE, TYPE II

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(SEE CARMEL STD. DWG. NO. 10-14)

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SEED MIXTURE, U

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SODDING, NURSERY

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STRAIGHT CONCRETE CURB

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(SEE CARMEL STD. DWG. NO. 10-16)

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CONCRETE, SIDEWALK, 4"

AutoCAD SHX Text F1

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(SEE CARMEL STD. DWG. NO. 10-18)

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CENTER CURB, TYPE D

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(SEE INDOT STD. DWG. NO. E-605-CNCC-03)

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LEGEND

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7" PCCP CONCRETE, COLORED AND JOINTED (GREEN SLATE), ON

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10" COMPACTED AGGREGATE, NO. 53, BASE, ON

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SUBGRADE TREATMENT, TYPE IB

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(SEE CARMEL STD. DWG. NO. 10-25A)

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ROLL CURB FOR TRUCK APRON

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(SEE CARMEL STD. DWG. NO. 10-25C)

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BARRIER CURB FOR TRUCK APRON

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(SEE CARMEL STD. DWG. NO. 10-25D)

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UNDERDRAIN, SEE DETAIL, SHEET NO. 6

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AutoCAD SHX Text P

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AutoCAD SHX Text SURFACE MILLING, ASPHALT, VARIABLE DEPTH, HMA, INTERMEDIATE, TYPE C, 19.0 mm (275#/SYD MIN.)

AutoCAD SHX Text R

AutoCAD SHX Text 165#/SYD HMA, SURFACE, TYPE C, 9.5 mm

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LINE 'PRA'

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SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text 2%%%

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 17+72.00 'PRA' TO STA. 19+78.32 'PRA' STA. 21+08.32 'PRA' TO STA. 23+30.00 'PRA'

AutoCAD SHX Text 1.5%%%

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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3:1 MAX.

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VARIES

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VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

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VARIES

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VARIES

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SUBGRADE TREATMENT, TYPE IB

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TYP.

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FILL

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3:1 MAX.

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EXISTING GROUND

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CUT

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EXISTING GROUND

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3:1 MAX.

AutoCAD SHX Text 1.5%%%

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TYPICAL SECTION - ROUNDABOUT APPROACH STA. 23+30.00 'PRA' TO STA. 24+36.42 'PRA'

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LINE 'PRA'

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SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2'

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 36+85.86 'PRS-1-A' TO STA. 37+50.00 'PRS-1-A'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

LINE 'PRS-1-A'

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

LINE 'PRS-1-A'

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 42+00.00 'PRS-1-A' TO STA. 42+68.26 'PRS-1-A'

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 37+50.00 'PRS-1-A' TO STA. 39+88.05 'PRS-1-A'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2'

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

LINE 'PRS-1-A'

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text *1.5%%%

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 2%

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 2'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 1.5%%%**

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

CURB AND GUTTER, CONCRETE, TYPE II

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-14)

AutoCAD SHX Text

SEED MIXTURE, U

AutoCAD SHX Text

SODDING, NURSERY

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text K

AutoCAD SHX Text

STRAIGHT CONCRETE CURB

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-16)

AutoCAD SHX Text

CONCRETE, SIDEWALK, 4"

AutoCAD SHX Text F1

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-18)

AutoCAD SHX Text

CENTER CURB, TYPE D

AutoCAD SHX Text

(SEE INDOT STD. DWG. NO. E-605-CNCC-03)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

7" PCCP CONCRETE, COLORED AND JOINTED (GREEN SLATE), ON

AutoCAD SHX Text

10" COMPACTED AGGREGATE, NO. 53, BASE, ON

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25A)

AutoCAD SHX Text

ROLL CURB FOR TRUCK APRON

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25C)

AutoCAD SHX Text

BARRIER CURB FOR TRUCK APRON

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25D)

AutoCAD SHX Text

UNDERDRAIN, SEE DETAIL, SHEET NO. 6

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text M

AutoCAD SHX Text SURFACE MILLING, ASPHALT, VARIABLE DEPTH, HMA, INTERMEDIATE, TYPE C, 19.0 mm (275#/SYD MIN.)

AutoCAD SHX Text R

AutoCAD SHX Text 165#/SYD HMA, SURFACE, TYPE C, 9.5 mm

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

LINE 'PRS-1-A'

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 41+37.35 'PRS-1-A' TO STA. 42+00.00 'PRS-1-A'

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2'

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

CONCRETE CURB, TYPE B (SLOPING)

AutoCAD SHX Text

(SEE INDOT STD. DWG. NO. E-605-CCCG-01)

AutoCAD SHX Text

SECTION FROM STA. 37+50.00 'PRS-1-A' TO STA. 38+90.49 'PRS-1-A'

AutoCAD SHX Text

SECTION FROM STA. 38+90.49 'PRS-1-A' TO STA. 39+88.05 'PRS-1-A'

AutoCAD SHX Text

SECTION FROM STA. 37+50.00 'PRS-1-A' TO STA. 39+26.02 'PRS-1-A'

AutoCAD SHX Text

SECTION FROM STA. 39+26.02 'PRS-1-A' TO STA. 39+88.05 'PRS-1-A'

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text 2'

AutoCAD SHX Text

UNDERDRAIN DETAIL NOT TO SCALE

AutoCAD SHX Text

UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text INSTALL NON-WOVEN FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL

AutoCAD SHX Text DOUBLE WALL PIPE, PERFORATED HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS

AutoCAD SHX Text

NO. 8 WASHED AGGREGATE

AutoCAD SHX Text NOTES 1. PIPE SHALL CONFORM TO SPECIFICATION REQUIREMENTS OF SECTION 718 OF PIPE SHALL CONFORM TO SPECIFICATION REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION 2. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER.

AutoCAD SHX Text 1:1

AutoCAD SHX Text

TYPICAL SECTION - INCIDENTAL CONSTRUCTION STA. 15+87.00 'A' TO STA. 16+35.00 'A'

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

LINE 'PRA'

AutoCAD SHX Text

TYPICAL SECTION - INCIDENTAL CONSTRUCTION STA. 24+31.47 'A' TO STA. 31+91.49 'A'

AutoCAD SHX Text

LINE 'PRA'

AutoCAD SHX Text 8'

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text 2%%%**

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 1'

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

SLOPE VARIES (6:1 MAX.) (SEE PROFILE SHEETS)

AutoCAD SHX Text

SPLITTER ISLAND

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

CROSS SLOPE VARIES (SEE

AutoCAD SHX Text

SPOT ELEVATION, SHEET NO. 31)

AutoCAD SHX Text

AutoCAD SHX Text TYPICAL SECTION - ROUNDABOUT APPROACH STA. 19+78.32 'PRA' TO STA. 21+08.32 'PRA' STA. 39+88.05 'PRS-1-A' TO STA. 41+35.84 'PRS-1-A'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2'

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text TYPICAL SECTION - INCIDENTAL CONSTRUCTION STA. 42+68.26 'PRS-1-A' TO STA. 43+43.92 'PRS-1-A'

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text TYPICAL SECTION - CURB RIGHT STA. 16+35.00 'PRA' TO STA. 16+85.00 'PRA' STA. 24+00.00 'PRA' TO STA. 24+36.42 'PRA'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text 2'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text TYPICAL SECTION - CURB LEFT STA. 16+35.00 'PRA' TO STA. 16+86.34 'PRA' STA. 24+00.00 'PRA' TO STA. 24+36.42 'PRA'

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

2:1 MAX.

AutoCAD SHX Text

2:1 MAX.

AutoCAD SHX Text

TYPICAL SECTION - DITCH LEFT STA. 41+85.31 'PRS-1-A' TO STA. 42+68.26 'PRS-1-A'

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 1'

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CUT

AutoCAD SHX Text

3:1 MAX.

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text TYPICAL SECTION - TRUCK APRON RIGHT STA. 39+23.00 'PRS-1-A' TO STA. 39+99.93 'PRS-1-A'

AutoCAD SHX Text

CURB AND GUTTER, CONCRETE, TYPE II

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-14)

AutoCAD SHX Text

SEED MIXTURE, U

AutoCAD SHX Text

SODDING, NURSERY

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text K

AutoCAD SHX Text

STRAIGHT CONCRETE CURB

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-16)

AutoCAD SHX Text

CONCRETE, SIDEWALK, 4"

AutoCAD SHX Text F1

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-18)

AutoCAD SHX Text

CENTER CURB, TYPE D

AutoCAD SHX Text

(SEE INDOT STD. DWG. NO. E-605-CNCC-03)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

7" PCCP CONCRETE, COLORED AND JOINTED (GREEN SLATE), ON

AutoCAD SHX Text

10" COMPACTED AGGREGATE, NO. 53, BASE, ON

AutoCAD SHX Text

SUBGRADE TREATMENT, TYPE IB

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25A)

AutoCAD SHX Text

ROLL CURB FOR TRUCK APRON

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25C)

AutoCAD SHX Text

BARRIER CURB FOR TRUCK APRON

AutoCAD SHX Text

(SEE CARMEL STD. DWG. NO. 10-25D)

AutoCAD SHX Text U

AutoCAD SHX Text

UNDERDRAIN, SEE DETAIL, THIS SHEET

AutoCAD SHX Text P

AutoCAD SHX Text M

AutoCAD SHX Text SURFACE MILLING, ASPHALT, VARIABLE DEPTH, HMA, INTERMEDIATE, TYPE C, 19.0 mm (275#/SYD MIN.)

AutoCAD SHX Text R

AutoCAD SHX Text 165#/SYD HMA, SURFACE, TYPE C, 9.5 mm

AutoCAD SHX Text

CONCRETE CURB, TYPE B (SLOPING)

AutoCAD SHX Text

(SEE INDOT STD. DWG. NO. E-605-CCCG-01)

AutoCAD SHX Text 2" R

AutoCAD SHX Text

CONCRETE CURB, TYPE B (SLOPING)

AutoCAD SHX Text

SEE TYPICAL SECTION - DITCH LEFT

AutoCAD SHX Text

STA. 42+68.26 'PRS-1-A' TO STA. 43+10.29 'PRS-1-A'

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

116th STREET

AutoCAD SHX Text

POINTE PARKWAY

AutoCAD SHX Text

AAA WAY

AutoCAD SHX Text

MICHAEL A. & DONNA C. SHOUP

AutoCAD SHX Text

STRATTFORD CENTER, LLC

AutoCAD SHX Text

JJ VENTURES, LLC

AutoCAD SHX Text

JOHN EMMANOELIDES

AutoCAD SHX Text

CHOE CHONG CHA

AutoCAD SHX Text

SEC. 31, T18N, R4E

AutoCAD SHX Text

CLAY TOWNSHIP

AutoCAD SHX Text

HAMILTON COUNTY

AutoCAD SHX Text

MERCHANT POINTE ASSOCIATES, LLC

AutoCAD SHX Text

FORUM CREDIT UNION

AutoCAD SHX Text

MERCHANTS 450, LLC

AutoCAD SHX Text

2325 POINTE, LLC

AutoCAD SHX Text

SEC. 31, T18N, R4E

AutoCAD SHX Text

CLAY TOWNSHIP

AutoCAD SHX Text

HAMILTON COUNTY

AutoCAD SHX Text

SEC. 6, T17N, R4E

AutoCAD SHX Text

CLAY TOWNSHIP

AutoCAD SHX Text

HAMILTON COUNTY

AutoCAD SHX Text

STATE OF INDIANA

AutoCAD SHX Text

STATE OF INDIANA

AutoCAD SHX Text

APP. SECTION LINE

AutoCAD SHX Text

APP. SECTION LINE

AutoCAD SHX Text

APP. SECTION LINE

AutoCAD SHX Text

SEC. 6, T17N, R4E

AutoCAD SHX Text

CLAY TOWNSHIP

AutoCAD SHX Text

HAMILTON COUNTY

AutoCAD SHX Text

HOYNE CAPITAL PARTNERS, LLC

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text

EXIST. R/W & APP. PL

AutoCAD SHX Text R/W

AutoCAD SHX Text

TEMP. R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text 116th STREET

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

PLAT NO. 1

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

116th STREET

AutoCAD SHX Text

POINTE PARKWAY

AutoCAD SHX Text

AAA WAY

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

GEOMETRIC PLAN - CENTERLINE ALIGNMENTS

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

116th STREET

AutoCAD SHX Text

POINTE PARKWAY

AutoCAD SHX Text

AAA WAY

AutoCAD SHX Text 116th STREET

AutoCAD SHX Text

DLZ INDIANA, LLC

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CHK'D.

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

APPRV'D:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

HORIZ. SCALE:

AutoCAD SHX Text

VERT. SCALE:

AutoCAD SHX Text

CITY OF CARMEL

AutoCAD SHX Text

ROADWAY IMPROVEMENTS

AutoCAD SHX Text

CARMEL

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

16-ENG-45

AutoCAD SHX Text

CAD

AutoCAD SHX Text

GEOMETRIC PLAN - SPLITTER ISLAND ALIGNMENTS

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

POINTE PARKWAY

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AAA WAY

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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GEOMETRIC PLAN - EDGE OF PAVEMENT ALIGNMENTS

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

116th STREET

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POINTE PARKWAY

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AAA WAY

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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GEOMETRIC PLAN-SIDEWALK AND MULTI-USE PATH ALIGNMENTS

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

116th STREET

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POINTE PARKWAY

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AAA WAY

AutoCAD SHX Text 113' R

AutoCAD SHX Text 300' R

AutoCAD SHX Text 510.5' R

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1.5' (TYP.)

AutoCAD SHX Text 247.5' R

AutoCAD SHX Text 225' R

AutoCAD SHX Text 116th STREET

AutoCAD SHX Text 1.4' R

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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APPRV'D:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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LAYOUT PLAN

AutoCAD SHX Text 116th STREET AND AAA WAY

AutoCAD SHX Text 1" = 30'

STANDARD DRUM (TYP.)

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AutoCAD SHX Text 116th STREET - PHASE IA STA. 15+87.00 'PRA' TO STA. 16+69.55 'PRA' STA. 17+68.38 'PRA' TO STA. 19+78.32 'PRA' STA. 21+08.32 'PRA' TO STA. 24+96.42 'PRA'

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LINE 'PRA'

AutoCAD SHX Text 116th STREET - PHASE IB STA. 16+35.00 'PRA' TO STA. 18+53.96 'PRA' STA. 19+50.38 'PRA' TO STA. 24+36.42 'PRA'

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LINE 'PRA'

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TEMPORARY PAVEMENT

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EXISTING PAVEMENT

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EXISTING CURB

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AREA UNDER CONSTRUCTION

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EXISTING GROUND

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CUT/FILL SLOPE 1.5:1 (MAX.)

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION PHASE IA 1. REMOVE EXISTING MEDIAN TO REPLACE WITH TEMPORARY PAVEMENT AS REMOVE EXISTING MEDIAN TO REPLACE WITH TEMPORARY PAVEMENT AS SHOWN. PHASE IB 1. SHIFT EASTBOUND TRAFFIC ON 116TH STREET TO TEMPORARY PAVEMENT SHIFT EASTBOUND TRAFFIC ON 116TH STREET TO TEMPORARY PAVEMENT AND INSIDE LANE, AND CLOSE THE SOUTH LEG OF POINTE PARKWAY AND THE OUTSIDE LANE OF EASTBOUND 116TH STREET. 2. CONSTRUCT SOUTH LEG OF INTERSECTION AND THE OUTSIDE LANE OF CONSTRUCT SOUTH LEG OF INTERSECTION AND THE OUTSIDE LANE OF EASTBOUND 116th STREET. PHASE II 1. SHIFT EASTBOUND TRAFFIC TO NEWLY CONSTRUCTED OUTSIDE LANE OF SHIFT EASTBOUND TRAFFIC TO NEWLY CONSTRUCTED OUTSIDE LANE OF 116TH STREET. SHIFT WESTBOUND TRAFFIC ON 116TH STREET TO THE TEMPORARY PAVEMENT AND THE INSIDE LANE OF WESTBOUND 116TH STREET, AND CLOSE THE NORTH LEG OF AAA WAY AND THE OUTSIDE LANE OF WESTBOUND 116th STREET. 2. CONSTRUCT NORTH LEG OF INTERSECTION AND THE OUTSIDE LANE OF CONSTRUCT NORTH LEG OF INTERSECTION AND THE OUTSIDE LANE OF WESTBOUND 116TH STREET, AND THE PRIVATE DRIVE AT CENTURY DRIVE. PHASE III 1. SHIFT WESTBOUND TRAFFIC TO NEWLY CONSTRUCTED OUTSIDE LANE OF SHIFT WESTBOUND TRAFFIC TO NEWLY CONSTRUCTED OUTSIDE LANE OF 116th STREET. 2. REMOVE PHASE 1A TEMPORARY PAVEMENT ON 116th STREET. REMOVE PHASE 1A TEMPORARY PAVEMENT ON 116th STREET. 3. CONSTRUCT INSIDE LANES OF EASTBOUND AND WESTBOUND 116th CONSTRUCT INSIDE LANES OF EASTBOUND AND WESTBOUND 116th STREET, AND CENTRAL ISLAND AND SPLITTER ISLANDS ON 116th STREET. PHASE IV 1. PAVE AND STRIPE THE FINAL SURFACE LAYER UTILIZING FLAGGERS AND PAVE AND STRIPE THE FINAL SURFACE LAYER UTILIZING FLAGGERS AND LANE CLOSURES AS NECESSARY.

AutoCAD SHX Text STA. 19+50.38 'PRA' TO STA. 24+36.42 'PRA' 20' MIN. STA. 17+73.19 'PRA' TO STA. 21+03.40 'PRA'

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AutoCAD SHX Text 116th STREET - PHASE IB STA. 18+53.96 'PRA' TO STA. 19+50.38 'PRA'

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VARIES

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LINE 'PRA'

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TEMPORARY PAVEMENT

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AREA UNDER CONSTRUCTION

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EXISTING PAVEMENT

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STANDARD DRUM (TYP.)

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EXISTING CURB

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EXISTING GROUND

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EXISTING GROUND

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CUT/FILL SLOPE 1.5:1 (MAX.)

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HMA FOR TEMPORARY PAVEMENT:

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165#/SYD HMA SURFACE, TYPE B, ON

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275#/SYD HMA INTERMEDIATE, TYPE B, ON

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330#/SYD HMA BASE, TYPE B

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PHASE CONSTRUCTION

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LEGEND

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TEMPORARY PAVEMENT MARKING, REMOVABLE, YELLOW, 4"

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TEMPORARY PAVEMENT MARKING, REMOVABLE, WHITE, 4"

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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APPRV'D:

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DATE:

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DATE

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NO.

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REVISION

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HORIZ. SCALE:

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VERT. SCALE:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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MAINTENANCE OF TRAFFIC

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TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

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AutoCAD SHX Text 116th STREET - PHASE II STA. 16+35.00 'PRA' TO STA. 24+36.42 'PRA'

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LINE 'PRA'

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STANDARD DRUM

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TEMPORARY PAVEMENT

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AREA UNDER CONSTRUCTION

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EXISTING PAVEMENT

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STANDARD DRUM (TYP.)

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STANDARD DRUM (TYP.)

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EXISTING GROUND

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EXISTING GROUND

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EXISTING GROUND

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AREA UNDER CONSTRUCTION

AutoCAD SHX Text 116th STREET - PHASE III STA. 16+35.00 'PRA' TO STA. 24+36.42 'PRA'

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EXISTING GROUND

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VARIES

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VARIES

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LINE 'PRA'

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CUT/FILL SLOPE 1.5:1 (MAX.)

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CUT/FILL SLOPE 1.5:1 (MAX.)

AutoCAD SHX Text STA. VARIES FROM 17+79.11 'PRA' TO STA. 24+36.42 'PRA' STA. VARIES FROM 17+72.42 'PRA' TO STA. 23+80.95 'PRA' 6' MIN. STA. 19+34.57 'PRA' TO STA. 23+23.63 'PRA'

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AutoCAD SHX Text STA. VARIES FROM 17+85.54 'PRA' TO STA. 24+36.42 'PRA' STA. VARIES FROM 17+72.42 'PRA' TO STA. 23+80.95 'PRA' 20' MIN. STA. 19+34.57 'PRA' TO STA. 23+30.63 'PRA'

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LEGEND

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HMA FOR TEMPORARY PAVEMENT:

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165#/SYD HMA SURFACE, TYPE B, ON

AutoCAD SHX Text

275#/SYD HMA INTERMEDIATE, TYPE B, ON

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330#/SYD HMA BASE, TYPE B

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PHASE CONSTRUCTION

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TEMPORARY PAVEMENT MARKING, REMOVABLE, YELLOW, 4"

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TEMPORARY PAVEMENT MARKING, REMOVABLE, WHITE, 4"

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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APPRV'D:

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DATE:

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DATE

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NO.

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SHEET

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HORIZ. SCALE:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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MAINTENANCE OF TRAFFIC

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TYPICAL SECTIONS

AutoCAD SHX Text 1" = 5'

KEYSTONE PKWY

AutoCAD SHX Text 116th ST

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AAA WAY

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A ST

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POINTE PKWY

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CENTURY DR

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MERCHANTS SQ DR

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RANGELINE RD

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MEDICAL DR

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KEYSTONE WAY

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MEDICAL CT

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MEDICAL DR

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WOODLAND DR

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WOODLAND DR

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ROAD CLOSURE SIGN ASSEMBLY WITH 24 LFT OF TYPE III-A BARRICADE AND R11-2

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DLZ INDIANA, LLC

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NOT FOR CONSTRUCTION

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CHK'D.

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PROJECT NUMBER

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DRAWN:

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DESIGNED:

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CITY OF CARMEL

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ROADWAY IMPROVEMENTS

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CARMEL

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INDIANA

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16-ENG-45

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CAD

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MAINTENANCE OF TRAFFIC

AutoCAD SHX Text DETOUR MAP - 116th STREET - PHASE IB

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NOT TO SCALE

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AutoCAD SHX Text %%uLEGEND

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XW20-3 "ROAD CLOSED AHEAD" SIGN

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CONSTRUCTION SIGN

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TYPE 'A' CONSTRUCTION WARNING LIGHT

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File details come from the government source that posted it. Updated Nov 10, 2025.