146th_and_Hazel_Dell_Contract_Doc_Appendix_C_Utility_Info.pdf

PDF 5 MB Posted Jul 24, 2026

Attached to: Hamilton County 146th Street and Hazel Dell Parkway Intersection Improvement Project
Solicitation number: PR-26-0836
Issued by: Hamilton County, Indiana

About this file

Written by GovTribe AI · Jul 28, 2026

Utility Information Documentation for 146th Street and Hazel Dell Parkway Intersection Improvement Project

This document constitutes utility relocation scheduling and compilation plans prepared by the Indiana Department of Transportation (INDOT) for the Hamilton County 146th Street and Hazel Dell Parkway Intersection Improvement Project (BFS #6716), located in Clay and Noblesville Townships. The project encompasses utility relocation coordination for multiple service providers including MCI-Verizon, Zayo, Crown, Metro, Everstream, Duke Energy, CenterPoint, AT&T, CEG, Carmel Water, Comcast, and Charter Communications. The utility relocation schedule establishes an assumed Notice to Proceed (NTP) date of August 1, 2026, with a letting date of August 24, 2026, and a utility target completion date of April 1, 2027. Individual utility pre-construction and relocation phases are sequenced across the project timeline, with pre-construction periods ranging from 30 to 150 days and relocation work spanning 90 to 120 days depending on the utility provider. The project includes detailed utility compilation plans with horizontal and profile views of existing and proposed utility lines across multiple project sections and phases.

The utility relocation documentation identifies both underground (UG) and overhead (OH) utility infrastructure, including communications, sanitary and storm water, gas, and lighting systems. Existing utilities are depicted as regular lines while proposed utilities are shown as bold lines on the compilation plans. The documentation notes that utility line types designated with asterisks were created using information provided by utilities rather than field surveys and are provided for informational purposes only. The contractor is responsible for contacting Indiana 811, the City of Indianapolis Department of Public Works, and individual utility providers to verify the exact location and existence of all utility lines within project limits prior to construction. CenterPoint relocation prioritizes the east side completion first, and Comcast relocation is dependent upon Duke overhead relocation. Carmel Water work is designated as work-in-contract (WIC), with final completion contingent on project execution between August 2026 and April 2027.

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STREET AND HAZEL DELL PARKWAY

APPENDIX C

UTILITY INFORMATION

146th over Hazel Dell Parkway Intersection Imp.

BFS #6716 Utility Relocation Schedules K.Hintz 7/22/2026

NTP/START

DATE

Completion

Dates DESCRIPTION # of Days Dependency 1 Dependency 2

8/24/26 LETTING 1

4/1/27 Utility Target Completion Date 1

8/1/26 Assumed NTP date to utilities

8/1/26 9/30/26 MCI-Verizon Pre-Con 60

9/30/26 11/29/26 MCI-Verizon Relocation 60

8/1/26 11/29/26 Zayo, Crown, Metro, Everstream: Pre-Con 120

11/29/26 2/27/27 Zayo, Crown, Metro, Everstream: Relo 90

8/1/26 10/30/26 Duke Pre-Con 90

10/30/26 2/27/27 Duke Relocation 120

CenterPoint Pre-Con ASAP

10/1/26 1/29/27 CenterPoint Relo (east side first is goal) 120

8/1/26 9/30/26 AT&T Pre-Con 60

9/30/26 12/29/26 AT&T Relocation 90

8/1/26 12/29/26 CEG Pre-Con 150

12/29/26 4/28/27 CEG Relocation 120 n/a n/a Carmel Water Pre-Con WIC* n/a n/a Carmel Water Relo WIC*

8/1/26 11/29/26 Comcast Pre-Con 120

11/29/26 3/29/27 Comcast Relo** 120 Duke Aerial

8/1/26 8/31/26 Charter Pre-Con 30

8/31/26 11/29/26 Charter Relo 90 Staking

Actual NTP Dates

Assumed Dates/Timeframes

*Work in Contract

**Dependent on Duke Overhead relocation

THIS IS LAST ROW INSERT EXTRA ROWS ABOVE HERE

6/17/26 8/16/26 10/15/26 12/14/26 2/12/27 4/13/27

LETTING

Utility Target Completion Date

Assumed NTP date to utilities

MCI-Verizon Pre-Con

MCI-Verizon Relocation

Zayo, Crown, Metro, Everstream:

Pre-Con Zayo, Crown, Metro, Everstream:

Relo

Duke Pre-Con

Duke Relocation

CenterPoint Pre-Con

CenterPoint Relo (east side first is goal)

AT&T Pre-Con

AT&T Relocation

CEG Pre-Con

CEG Relocation

Carmel Water Pre-Con

Carmel Water Relo

Comcast Pre-Con

Comcast Relo**

Charter Pre-Con

Charter Relo

PROJECT LOCATION SHOWN BY

146TH ST. AND HAZEL DELL PKWY.

UTILITY RELOCATION

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED 2024 TO BE USED WITH THESE PLANS.

SCALE: 1" =1000'

END PROJECT

P.O.C. Sta. 59+03.28 "PR-A" = O.P.O.T. Sta. 59+00.97 "A", 16.07' Rt.

BEGIN CONSTRUCTION

P.O.T. Sta. 13+40.00 "PR-B-1" = O.P.O.T. Sta. 13+40.00 "B", 9.07' Rt.

VICINITY MAP

HAMILTON COUNTY

CAUTION

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE

BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE

IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR

WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND

UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL

CONSTRUCTION.

CERTIFIED BY:

DATE

CONTRACT PROJECT

SHEET

DESIGNATION

FILE

SURVEY BOOK

1 17

R-4-E

T-18-N

BEGIN PROJECT

P.O.T. Sta. 16+00.92 "A"

END CONSTRUCTION

P.O.T. Sta. 25+77.46 "PR-B-2" = O.P.O.T. Sta. 25+77.46 "B", 0.83' Rt.

BEGIN:

GROSS LENGTH:

NET LENGTH:

MAX. GRADE:

MI.

0.89 0.89 5.71

LATITUDE: 40°00'00"N LONGITUDE: 86°04'35"W

LATITUDE: 40°00'00"N LONGITUDE: 86°03'54"W

END:

COMPILATION PLANS

The completeness or accuracy of the existing and proposed location information for utilities, either public or privately owned, shown on these Compilation Plans is not guaranteed by the Owners. The Contractor shall contact Indiana 811, the City of Indianapolis Department of Public Works, and the utility providers shown to determine the existence, nature and location of all utility lines and similar structures within the projects limits. It is the responsibility of the Contractor to verify the exact location of all utilities or structures that may interfere with construction operations.

REVISIONS

DATE REVISED

Updated CEG Water7/17/2026

UTILITIES

* For Information Only

OHE&T

COMMUNICATION

SANITARY

STORM

WATER

GAS

TO BE RETIRED

LIGHTING

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

OHE&T OHE&T TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

P.C. Sta. 16+12.15 "PR-A" P.T. Sta. 19+25.64 "PR-A"

P.O.T. Sta. 20+62.75 "PR-1" P.C. Sta. 17+49.56 "PR-1"

146th St.

Gr ac e Ch ur ch

E nt ra nc e

Median (Grass)

Sec. 16, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

Sec. 21, T. 18 N., R. 4 E.

Clay Township

Hamilton County

P.O.T. Sta. 15+50.00 "PR-1" = O.P.O.T. Sta. 15+50.00 "A", 5.99' Lt.

P.I. Sta. 17+68.94 "PR-A" Δ = 3°20'03" Lt.

CURVE DATA

P.I Sta. 17+68.94 "PR-A"

Δ = 3°20'03" Lt.

R = 5387.00' T = 156.79' L = 313.48' E = 2.28'

S.E. = N.C.

LINE "PR-A"

LINE "A"

LINE "PR-1"

S89°55'45"E

N86°44'12"E S89°55'45"ELINE "PR-A"

LINE "PR-1"

LINE "A"

LINE "A-SWR"

LINE "A-NWR"

LINE "A-SWR"

P.O.T. Sta. 100+00.00 "A-SWR" = O.P.O.T. Sta. 18+33.03 "PR-A", 40.00' Rt.

P.O.T. Sta. 215+18.46 "A-NWR" = O.P.O.T. Sta. 21+04.36 "PR-A", 40.00' Lt.

R/W

R/ W

R/W

DUKE-UG

DUKE-UG DUKE-UG

DUKE-UG

DUKE-UG DUKE-UG

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

OHE&T OHE&T

DUKE-UG

DUKE-OH DUKE-OH DUKE-OH DUKE-OH

DUKE-OH

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG

-U G

DUKE-OH DUKE-OH

DUKE-UG DUKE-UG

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

E-

E- G

E-

CPE-G CPE-G CPE-G CPE-G CPE-G

CEG-W CEG-W

CEG-W CEG-WCEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W

CC+

EVER-UG

CC+

EVER-UG

ATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG

ATT+CC+EVER+M+Z-UG

ATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG

-U G

CC+EVER+M+Z-UG CC+EVER+M+Z-UG

ATT+CC+EVER+M+Z-UG

ATT+Z-UG

EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG*

EVER-UG* EVER-UG* EVER-UG*EVER-UG* EVER-UG* EVER-UG*

VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

-U G

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

ATT-UG* ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG

Structure No. 111 Structure No. 115 Structure No. 117A

Structure No. 117

Structure No. 119B

Structure No. 119A Structure No. 119C

Structure No. 119D

Structure No. 123A

Structure No. 119 Structure No. 121A

Structure No. 121

Structure No. 112

Structure No. 114B

Structure No. 114 Structure No. 116 Structure No. 118

Structure No. 120 Structure No. 122

Structure No. 123

Structure No. 125

Luminaire #71 15+44.00 "Grace-Ent", 115.00' Lt.

Luminaire #70 14+90.00 "Grace-Ent", 15.77' Rt.

Luminaire #1

16+55.00, "PR-A"

50.00' Lt.

Luminaire #3

18+90.00, "PR-A"

52.00' Lt.

Luminaire #5

21+11.00, "PR-A"

57.00' Lt.

Handhole #1

214+25.00, "A-NWR"

10.00' Rt.

Luminaire #2

16+60.00, "PR-A"

44.00' Rt.

Luminaire #4

18+90.00, "PR-A"

56.00' Rt.

Luminaire #6

21+15.00, "PR-A"

58.00' Rt.

Luminaire #24

105+16.00, "A-SWR"

21.00' Rt.

Luminaire #38

212+70.00, "A-NWR"

5.00' Rt.

M at ch L in e

- S ta

. 2 4+

R -A

4.0 4, .82

' 9" Tr

_F ir

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

KAH

HAMILTON COUNTY INDIANA

UTILITY COMPILATION PLANS

146TH ST.

1" = 30'

N/A

2 17

16 OHE&T

COMMUNICATION

SANITARY

STORM

WATER

GAS

TO BE RETIRED * For Information Only "Utility Linetypes shown on these Drawing designated with asterisks (*) were created utilizing information provided by the utility and not field surveyed. They are for information only."

NOTE:

Proposed Utilities are Shown as Bold Lines Existing Utilities are Shown as Regular Lines

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

-1.08%

-0.30% -0.53%

PVI Sta. 21+75 PVI El. 796.91

200' V.C.

K = 363.61

High Pnt. = 20+75.00 Elev. = 797.44

PVI Sta. 18+50 PVI El. 798.64

200' V.C.

K = 860.93

High Pnt. = 17+50.00 Elev. = 798.94

Be gi n Pr of ile

G ra de St a.

"P R-

A" El ev . 7

Exst. Grade "PR-A"

Profile Grade "PR-A"

Exst. Grade "PR-A"

Profile Grade "PR-A"

North Trunk Line

South Trunk Line Plotted 15' Below Datum

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

DJI

ACE

BEH

DJI

HAMILTON COUNTY INDIANA

LINE "A" - PROFILE VIEW

1" = 5'

3 17

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

ETV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV

TV TV

T T T T T T T T T

T T T T T T T T T T T T T T T T T T T T T T T T T T

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

T T

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

E E

P.C. Sta. 24+04.15 "PR-A"

P.C. Sta. 31+40.50 "PR-A" P.T. Sta. 27+16.54 "PR-A"

146th St.

Do ve r D r.

EXTRA SPACE STORAGE

(C on c.)

Median (Grass)

(Conc.) (Conc.)

(Lawn) (Lawn)

Sec. 16, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

Sec. 21, T. 18 N., R. 4 E.

Clay Township

Hamilton County

LINE "A-SWR"

S89°55'45"E

N89°43'11"E

LINE "A-NWR"

LINE "PR-A"

LINE "A"

LINE "A-SWR"

LINE "A-NWR"

LINE "A-SWR"

LINE "A"

LINE "PR-A"

S89°55'45"E

P.I. Sta. 25+60.38 "PR-A" Δ = 2°58'59" Rt.

CURVE DATA

P.I Sta. 25+60.38 "PR-A"

Δ = 2°58'59" Rt.

R = 6000.00' T = 156.23' L = 312.38' E = 2.03'

S.E. = N.C.

CURVE DATA

P.I Sta. 33+35.51 "PR-A"

Δ = 2°58'44" Rt.

R = 7500.00' T = 195.01' L = 389.93' E = 2.53'

S.E. = N.C.

R/W

Temp. R/W For Drive Constr.

Temp. R/W For Grading

R/W Temp. R/W For Grading

Temp. R/W For Grading

R/W

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

DUKE-OH

-U G

DUKE-OH DUKE-OH

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

CPE-G CPE-G CPE-G CPE-G

CPE-G CPE-G

CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G

CPE-G

E-

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

E-

E- G

CPE-G CPE-G

E-

E- G

E-

CPE-G

E-

E- G

E-

E- G

E-G

CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G CPE-G

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

G-

CWU-W CWU-W CWU-W CWU-W

CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CEG-W CEG-W CEG-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UGM

ETRO-UG

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG*

EVER-UG* EVER-UG* EVER-UG* EVER-UG*

EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG*

METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG

ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG

Structure No. 123

Structure No. 129 Structure No. 133

Structure No. 135

Structure No. 125

Structure No. 127

Structure No. 127A

Structure No. 137

Structure No. 134

Structure No. 134A

Structure No. 137A

Structure No. 138

Structure No. 144 Structure No. 145

Structure No. 146B Structure No. 146

Structure No. 144A

Structure No. 148

Structure No. 152

Structure No. 408

Structure No. 156

Structure No. 124

Structure No. 126

Structure No. 130A Structure No. 130

Structure No. 136 Structure No. 136A

Structure No. 701 Structure No. 702 Structure No. 703

Structure No. 141A

Structure No. 141

Structure No. 155Structure No. 151

Structure No. 151A

Structure No. 149

Structure No. 151B

Structure No. 154

Structure No. 310

Structure No. 410

Structure No. 409 Structure No. 131

Luminaire #69 13+52.00 "Grace-Ent", 17.00' Rt.

Luminaire #70 14+90.00 "Grace-Ent", Luminaire #24

105+16.00, "A-SWR"

21.00' Rt.

Handhole #2

211+65.00, "A-NWR"

10.00' Rt.

Luminaire #37

209+75.00, "A-NWR"

5.00' Rt.

Handhole #3

209+45.00, "A-NWR"

46.00' Rt.

Luminaire #36

207+97.00, "A-NWR"

36.50' Rt.

Luminaire #35

206+23.00, "A-NWR"

27.46' Rt. Luminaire #34

204+92.00, "A-NWR"

21.60' Rt. Luminaire #7

31+46.00, "PR-A"

35.90' Lt.

Luminaire #25

106+75.00, "A-SWR"

24.00' Rt.

Luminaire #26

108+18.00, "A-SWR"

23.00' Rt.

Luminaire #27

110+15.00, "A-SWR"

16.00' Rt.

Luminaire #28

111+66.00, "A-SWR"

16.00' Rt.

Luminaire #29

113+60.00, "A-SWR"

16.00' Rt.

Luminaire #8

33+00.00, "PR-A"

35.75' Rt.

Luminaire #30

115+48.00, "A-SWR"

202+38.00, "A-NWR"

M at ch L in e

- S ta

. 2 4+

R -A

M at ch L in e

- S ta

. 3 3+

R -A

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

KAH

HAMILTON COUNTY INDIANA

4 17

COMMUNICATION

SANITARY

STORM

WATER

GAS

NOTE:

Proposed Utilities are Shown as Bold Lines

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

-0.98%

PVI Sta. 26+00 PVI El. 792.31

200' V.C.

K = 1992.97

Low Pnt. = 27+00.00 Elev. = 791.33

PVI Sta. 31+00 PVI El. 787.40

500' V.C.

K = 83.36

Low Pnt. = 29+31.86 Elev. = 789.45

-1.08%

Exst. Grade "PR-A"

Profile Grade "PR-A"

Exst. Grade "PR-A"

Profile Grade "PR-A"

North Trunk Line

South Trunk Line Plotted 15' Below Datum

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

DJI

ACE

BEH

DJI

HAMILTON COUNTY INDIANA

5 17

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

TV TV TV TV TV TV TV TV TV TV TV TV

TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TVTVTVTV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV

TV TV TV TV

T T

T T T T T T T T T T T T T T T T

TV TV TV TV TV TV TV TV TV

T T

T T T T T T T T T T T T T T T T T T T T

TV TV TV TV

TV TV TV TV TV T T T T T T T T T T T T T T T T T T T

T T

T T T

TV TV TV TV

T T

TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV

E E

P.T. Sta. 35+30.43 "PR-A"

146th St.

Ha ze l D el l P kw y.

Sec. 16, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County Sec. 15, T. 18 N., R. 4 E.

Noblesville Township Hamilton County

Sec. 22, T. 18 N., R. 4 E.

Clay Township

Hamilton County

Sec. 21, T. 18 N., R. 4 E.

Clay Township

Hamilton County

(Conc.)

(Lawn)

(Bit. Mat.)

LINE "PR-B1"

LINE "PR-B2"LI

P.I. Sta. 33+35.51 "PR-A" Δ = 2°58'44" Rt.

LINE "A-SWR"

LINE "A"

LINE "PR-A"

LINE "A-NWR"

CURVE DATA

P.I Sta. 33+35.51 "PR-A"

Δ = 2°58'44" Rt.

R = 7500.00' T = 195.01' L = 389.93' E = 2.53'

S.E. = N.C.

P.O.T. Sta. 200+00.00 "A-NWR" = O.P.O.T. Sta. 36+15.71 "PR-A", 71.35' Lt.

S89°55'45"E

S87°18'05"E

P.O.T. Sta. 118+00.70 "A-SWR" = O.P.O.T. Sta. 36+35.67 "PR-A", 92.83' Rt.

P.I. Sta. 36+83.23 "A" = Δ=0°24'31" LT. (No Curve Run) P.O.T. Sta. 19+00.00 "B"

P.O.T. Sta. 414+95.87 "A-NER" = O.P.O.T. Sta. 37+97.16 "PR-A", 95.95' Lt.

P.O.T. Sta. 300+00.00 "A-SER" = O.P.O.T. Sta. 38+18.15 "PR-A", 78.50' Rt.

LINE "A-SER"

LINE "A-NER"

LINE "PR-A"

LINE "A"

LINE "PR-2"

P.O.T. Sta. 39+34.87 "PR-2" = O.P.O.T. Sta. 39+34.87 "PR-A", 2.00' Lt.

P.I. Sta. 41+54.49 "PR-2" Δ = 2°30'57" Lt.

CURVE DATA

P.I Sta. 41+54.49 "PR-2"

Δ = 2°30'57" Lt.

R = 10002.00' T = 219.62' L = 439.18' E = 2.41'

S.E. = N.C.

S87°18'05"E

N89°39'44"E

S87°18'05"E

Temp. R/W For Grading

R/W R/W

Temp. R/W For Grading

ESMT ESMT

Temp. R/W For Grading

T T

-U G

DUKE-UG

-U

GDU

-U

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

-U G

DUKE-UG

-U G

DUKE-UG

DUKE-

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUK

E-U

-U G

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

-U G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

E-

E- G

E-

E- G

E-

E- G

E-

CPE-G

E-

E- G

E-

E- G

E-

E- G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

E-

E- G

E-

E- G

E-

CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

E-

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

U-

U- W

U-

U- W

U-

U- W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W

CEG-W*

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W

CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CEG-W

U-

U- W

U-

U- W

U-

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

Z-

R+

M +Z

-U G

R+

M +Z

-U G

R+

M +Z

-U G

R+

M +Z

-U G

R+

M +Z

-U G

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

Z-

-U G

CC+M+Z-UGCC+M+Z-UGCC+M+Z-UG

T+

Z-

T+

M+Z -U

ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

MET

-U G

MET

-U G

MET

-U G

-U

G M

-U G

VRZN-UG*

-U G*

COMCT-UG

COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG

-U

-U G

-U

-U G

COMCT-UG

-U

-U G

-U

N-

CROWN-UG*

N-

CROWN-UG*

N-

CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG*

EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG*

METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG METRO-UG

METRO-UG

METRO-UG METRO-UG METRO-UG METRO-UGVRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG*

VRZN-UG*

VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG*

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

-U G

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG

-U G

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

T-

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG ATT-UG ATT-UG

T-

T-U

T-

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

-U G

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

Structure No. 310

Structure No. 410

Structure No. 310 Structure No. 311

Structure No. 159 Structure No. 163

Structure No. 411A

Structure No. 411

Structure No. 164

Structure No. 412

Structure No. 465 Structure No. 413

Structure No. 414 Structure No. 415

Structure No. 416

Structure No. 312

Structure No. 313 Structure No. 314

Structure No. 315

Structure No. 219

Structure No. 217

Structure No. 218

Structure No. 220

Structure No. 316 Structure No. 317

Structure No. 318

Structure No. 319 Structure No. 361

Structure No. 322

Structure No. 324

Structure No. 325

Structure No. 424

Structure No. 425

Structure No. 426 Structure No. 427

Structure No. 428

Structure No. 429 Structure No. 467

Structure No. 434 Structure No. 437

Structure No. 435

Structure No. 433

Structure No. 321

Structure No. 323

Structure No. 326

Structure No. 325

Structure No. 438 Luminaire #8

33+00.00, "PR-A"

35.75' Rt.

Luminaire #30

115+48.00, "A-SWR"

16.00' Rt.

Luminaire #10

35+35.00, "PR-A"

36.05' Rt.

Luminaire #31

117+50.00, "A-SWR"

15.00' Rt.

Luminaire #62

18+00.00, "PR-B1"

57.00' Lt.

Luminaire #60

16+52.00, "PR-B1"

51.00' Lt.

Luminaire #61

17+58.00, "PR-B1"

61.00' Rt.

Luminaire #12

38+15.00, "PR-A"

35.00' Rt.

Luminaire #11

36+25.00, "PR-A"

35.17' Lt.

Luminaire #33

202+38.00, "A-NWR"

15.00' Rt.

Luminaire #32

200+12.00, "A-NWR"

16.00' Rt.

Luminaire #64

20+98.00, "PR-B2"

60.00' Lt.

Luminaire #63

20+60.00, "PR-B2"

59.00' Rt.

Luminaire #8

34+10.00, "PR-A"

35.90' Lt.

Luminaire #39

300+30.00, "A-SER"

19.00' Rt.

Luminaire #40

302+45.00, "A-SER"

23.00' Rt.

Luminaire #56

414+16.00, "A-NER"

18.00' Rt.

Luminaire #55

411+91.00, "A-NER"

14.00' Rt.

Luminaire #13

39+15.00, "PR-A"

36.16' Lt.

Luminaire #15

41+00.00, "PR-A"

36.40' Lt.

Luminaire #14

40+30.00, "PR-A"

35.80' Rt.

Luminaire #16

41+73.00, "PR-A"

35.80' Rt.

Luminaire #17

42+51.00, "PR-A"

41.40' Lt.

M at ch L in e

- S ta

. 3 3+

R -A

M at ch L in e

- S ta

. 4 2+

R -A

6.9 3, .38

' T ele

. S pl.

Tu b 2

4x3 0"

_F ibe r

0.7 6, .22

' T ele

. S pl.

Tu b 3

6x4 8"

_F ibe r

2.9 6, .78

' T ele

. S pl.

Tu b 3

6x4 8"

_F ibe r

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

KAH

HAMILTON COUNTY INDIANA

6 17

COMMUNICATION

SANITARY

STORM

WATER

GAS

NOTE:

Proposed Utilities are Shown as Bold Lines

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

5.02%

-5.71%

PVI Sta. 37+10 PVI El. 818.00

700' V.C.

K = 65.26

High Pnt. = 36+87.35 Elev. = 808.65

Exst. Grade "PR-A"

Profile Grade "PR-A"

Exst. Grade "PR-A"

Profile Grade "PR-A"North Trunk Line

South Trunk Line Plotted 15' Below Datum

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

DJI

ACE

BEH

DJI

HAMILTON COUNTY INDIANA

7 17

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

T T T T T T T

T T

T T T TT T T T T

TTT

TVTV

P.C. Sta. 42+08.43 "PR-A"

P.T. Sta. 46+47.34 "PR-A"

P.T. Sta. 43+74.05 "PR-2"

146th St.

Ha ze l V ie w R d.

India na M cD on ald s, LL

Sec. 22, T. 18 N., R. 4 E.

Clay Township

Hamilton County

Sec. 15, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

S87°18'05"E

LINE "A-SER"

LINE "PR-A"

LINE "PR-2"

LINE "A" N89°39'44"E

S89°49'02"E

S89°49'02"E N89°39'44"E

S89°49'02"E

LINE "PR-2"

LINE "PR-A"LINE "A"

LINE "A-SER"

LINE "A-NER"

P.I. Sta. 44+27.92 "PR-A" Δ = 2°30'57" Lt.

CURVE DATA

P.I Sta. 44+27.92 "PR-A"

Δ = 2°30'57" Lt.

R = 9996.00' T = 219.49' L = 438.91' E = 2.41'

S.E. = N.C.

R/W

Temp. R/W For Drive Constr

R/W

Temp. R/W For Grading

R/W R/W

Temp. R/W For Grading

ESMT

DUKE-UG

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH

DUKE-OH

DUKE-OH DUKE-OH DUKE-OH DUKE-OH

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

E-

E- G

E-

E- G

E-

CPE-G CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

E-

E- G

E-

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W* CEG-W* CEG-W* CEG-W* CEG-W* CEG-W*

CWU-W CWU-W CWU-W CWU-W

CWU-W

U-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CEG-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W

CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W CEG-W

CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

CC+EVER+M+Z-UG

ATT+M+Z-UG

COMCT-UG COMCT-UG

VRZN-UG*

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

ATT-UG* ATT-UG*

ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG*

T-

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG*ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

T-

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UGATT-UG ATT-UG ATT-UG

ATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG

SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

Structure No. 325

Structure No. 437

Structure No. 326

Structure No. 329 Structure No. 331 Structure No. 333 Structure No. 338Structure No. 362

Structure No. 325 Structure No. 327

Structure No. 330

Structure No. 330A

Structure No. 332 Structure No. 334

Structure No. 363

Structure No. 335 Structure No. 339

Structure No. 340 Structure No. 336

Structure No. 364

Structure No. 341 Structure No. 342

Structure No. 438 Structure No. 440 Structure No. 443

Structure No. 468

Structure No. 442

Structure No. 441

Structure No. 439

Structure No. 445 Structure No. 446 Structure No. 447 Structure No. 448

Structure No. 449

Structure No. 450

Structure No. 451 Structure No. 452

Structure No. 454

Luminaire #41

304+37.00, "A-SER"

23.00' Rt.

Luminaire #42

305+92.00, "A-SER"

23.00' Rt.

Luminaire #18

43+54.00, "PR-A"

36.20' Rt.

Luminaire #17

42+51.00, "PR-A"

41.40' Lt.

Luminaire #54

409+18.00, "A-NER"

14.12' Rt.

Luminaire #53

406+95.00, "A-NER"

23.99' Rt.

Luminaire #52

406+21.00, "A-NER"

24.12' Rt. Luminaire #51

404+90.00, "A-NER"

24.12' Rt.

Luminaire #50

404+10.00, "A-NER"

24.12' Rt.

Luminaire #43

308+10.00, "A-SER"

23.00' Rt. Luminaire #44

310+00.00, "A-SER"

31.00' Rt.

Luminaire #45

310+75.00, "A-SER"

31.00' Rt.

Luminaire #49

402+50.00, "A-NER"

16.00' Rt.

Luminaire #48

401+03.00, "A-NER"

M at ch L in e

- S ta

. 4 2+

R -A

M at ch L in e

- S ta

. 5 1+

R -A

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

KAH

HAMILTON COUNTY INDIANA

8 17

COMMUNICATION

SANITARY

STORM

WATER

GAS

NOTE:

Proposed Utilities are Shown as Bold Lines

42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00

-0.32%

PVI Sta. 48+75 PVI El. 778.69

200' V.C.

K = 284.35

High Pnt. = 47+75.00 Elev. = 779.01

PVI Sta. 43+70 PVI El. 780.31

460' V.C.

K = 85.33

Low Pnt. = 46+00.00 Elev. = 779.57

-1.02%

Exst. Grade "PR-A"

Profile Grade "PR-A"

Exst. Grade "PR-A"

Profile Grade "PR-A"

North Trunk Line

South Trunk Line Plotted 15' Below Datum

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

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HORIZONTAL SCALE BRIDGE FILE

DJI

ACE

BEH

DJI

HAMILTON COUNTY INDIANA

9 17

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

OHE&T OHE&T OHE&T OHE&T OHE&T

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV

TV TV

TVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV

T T

TVTV

TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV

T T T T T T T T T T T T T T T

T T T T T T T T T T T T T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

OHE&T OHE&T OHE&T OHE&T

P.C. Sta. 55+96.56 "PR-A"

Ha ze l D el l C rs ng

Ch er ry R idg e

146th St.

Sc ar bo ro ug h

Ashmore Ln.

India na M cD on ald s, LL

(B it.

Mat.

(Conc.) (Conc.)

Sec. 22, T. 18 N., R. 4 E.

Clay Township

Hamilton County

Sec. 15, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

(Bit. Mat.)

LINE "A-NER"

LINE "A"

LINE "PR-2"

LINE "PR-A"

N89°39'44"E S89°49'02"E

S89°49'02"E

LINE "A-SER"

LINE "PR-A"

LINE "A"

S89°49'02"E

S89°49'02"E S88°32'39"E

N89°39'44"E

P.I. Sta. 58+45.73 "PR-A" Δ = 3°48'20" Lt.

P.I. Sta. 52+90.41 "PR-2" Δ = 1°16'23" Rt.

(No Curve Run)

P.I. Sta. 54+70.46 "PR-2" Δ = 1°16'23" Lt.

(No Curve Run)

P.O.T. Sta. 56+01.87 "PR-2" = O.P.O.C. Sta. 56+02.19 "PR-A", 10.00' Lt.

CURVE DATA

P.I Sta. 58+45.73 "PR-A"

Δ = 3°48'20" Lt.

R = 7500.00' T = 249.17' L = 498.16' E = 4.14'

S.E. = N.C.

Temp. R/W For Drive Constr

Temp. R/W For Grading

R/W

DUKE-UG

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T

DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH DUKE-OH

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G

E-

E- G

E-

CPE-G

CPE-G CPE-G

E-

CPE-G

CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G CPE-G

E-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G CPE-G CPE-G CPE-G

E-

CPE-G CPE-G CPE-G CPE-G

CPE-G

CPE-G CPE-G

CEG-W* CEG-W* CEG-W* CEG-W* CEG-W* CEG-W* CEG-W* CEG-W* CEG-W*

CEG-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W CWU-W

VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG*

CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG*

VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG*

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG VRZN-UG VRZN-UG

VRZN-UG

T-U

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG*

ATT-UG*

T-

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG

T-

ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UG ATT-UGATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG ATT+CC+EVER+M+Z-UG CC+ZAYO-UG CC+ZAYO-UG CC+ZAYO-UG CC+ZAYO-UG

CC+ZAYO-UG

ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG ATT+M+Z-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG

SPEC-UG SPEC-UG

SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

METRO-UG

-U G

Structure No. 364

Structure No. 341 Structure No. 342

Structure No. 454

Structure No. 457

Structure No. 456

Structure No. 455

Structure No. 344

Structure No. 345 Structure No. 365

Structure No. 346

Structure No. 348 Structure No. 349 Structure No. 351 Structure No. 386

Structure No. 366

Structure No. 354

Structure No. 462

Structure No. 458

Structure No. 459

Structure No. 460

Structure No. 350

Structure No. 469

Luminaire #48

401+03.00, "A-NER"

16.00' Rt.

Luminaire #19

53+43.00, "PR-A"

67.00' Lt.

Luminaire #21

54+90.00, "PR-A"

55.00' Lt.

Luminaire #46

312+92.00, "A-SER"

30.04' Rt.

Luminaire #47

315+27.00, "A-SER"

27.23' Rt.

Luminaire #22

56+06.00, "PR-A"

45.00' Rt.

Luminaire #23

58+10.00, "PR-A"

33.00' Rt.Luminaire #20

54+75.00, "PR-A"

50.00' Rt.

M at ch L in e

- S ta

. 5 1+

R -A

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

KAH

HAMILTON COUNTY INDIANA

10 17

COMMUNICATION

SANITARY

STORM

WATER

GAS

NOTE:

Proposed Utilities are Shown as Bold Lines

51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

-1.02%

0.29%

PVI Sta. 53+50 PVI El. 773.83

200' V.C.

K = 152.19

Low Pnt. = 54+05.74 Elev. = 774.06

En d

Pr of ile G ra de

St a.

R- A"

El ev

. 7

Exst. Grade "PR-A"

Profile Grade "PR-A" Exst. Grade "PR-A"

North Trunk Line

South Trunk Line Plotted 10' Below Datum

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

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SHEET

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HORIZONTAL SCALE BRIDGE FILE

DJI

ACE

BEH

DJI

HAMILTON COUNTY INDIANA

11 17

W W W W W W W W W

WG G G G G G G G G

TV TV TV TV TV TV TV TV

TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

G G G G G

W W W W W W W W W W

E E E E E E E E E E E E E E E E E E E E E E

P.T. Sta. 15+19.74 "PR-B1"

P.O.T. Sta. 10+00.00 "B"

Hazel Dell Pkwy.

(Bit. Mat.)

Co mm

. D r.

(B it.

Ma t.)

Co mm

. D r.

(B it.

Ma t.)

Co mm

. D r.

(B it.

Ma t.)

Median (Grass)

Ped. Trail (Bit. Mat.) (Conc.)

(Conc.) (Conc.) (Conc.)

(Lawn)

S.W. (Conc.)

Co nc

Dumpster

Mechanical

(Bit. Mat.)

Sec. 21, T. 18 N., R. 4 E.

Clay Township

Hamilton County

Sec. 22, T. 18 N., R. 4 E.

Clay Township

Hamilton County

LINE "B"

LINE "PR-B1"

N0°03'25"W

N0°30'06"W

P.O.T. Sta. 12+00.00 "PR-B1" = O.P.O.T. Sta. 12+00.00 "B", 10.15' Rt.

P.I. Sta. 14+29.70 "PR-B1" Δ = 5°09'45" Rt.

CURVE DATA

P.I Sta. 14+29.70 "PR-B1"

Δ = 5°09'45" Rt.

R = 2000.00' T = 90.16' L = 180.20' E = 2.03'

S.E. = N.C.

P.O.T. Sta. 14+31.68 "B" = P.O.T. Sta. 10+00.00 "C"

N4°39'39"E

N0°03'25"WLINE "B"

LINE "PR-B1"

CURVE DATA

P.I Sta. 16+63.67 "PR-B1"

Δ = 8°13'48" Lt.

R = 700.00' T = 50.36' L = 100.55' E = 1.81'

S.E. = N.C.

BEGIN CONSTRUCTION

P.C. Sta. 13+39.53 "PR-B1" = O.P.O.T. Sta. 13+39.53 "B", 9.07' Rt.

Temp. R/W for Grading & Drive Constr.

Temp. R/W for Grading

EVER-UG EVER-UG EVER-UG EVER-UG

EVER-UG

EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG* EVER-UG*

SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG*

N-

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

SPEC-UG SPEC-UG SPEC-UG SPEC-UG SPEC-UG

DUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UGDUKE-UG DUKE-UG DUKE-UG DUKE-UG DUKE-UG

DUKE-UG

DUKE-UGDU

-U G

CPE-G CPE-G CPE-G CPE-G

E-

G CPE-G

CPE-G

CPE-G CPE-G CPE-G

CPE-G CPE-G CPE-G CWU-W

CWU-W CWU-W CWU-W CWU-W

CWU-W

U-W

Structure No. 210

Structure No. 211

Structure No. 212 Structure No. 214

Structure No. 213

Structure No. 215

Structure No. 217

Luminaire #57

14+15.00, "PR-B1"

65.00' Rt.

Luminaire #59

15+20.00, "PR-B1"

55.00' Rt.

Luminaire #58

14+46.00, "PR-B1"

48.00' Lt. Luminaire #60

16+52.00, "PR-B1"

51.00' Lt.

M at ch L in e

- S ta

. 1 6+

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

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DATE

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PROJECT

SHEET

DESIGNATION

HORIZONTAL SCALE BRIDGE FILE

INDIANAHAMILTON COUNTY

UTILITY COMPILATION PLANS

HAZEL DELL PKWY.

KAHKAH

BC BC

OHE&T

COMMUNICATION

SANITARY

STORM

WATER

GAS

NOTE:

Proposed Utilities are Shown as Bold Lines

12+00 13+00 14+00 15+00 16+00

-0.27%

PVI Sta. 15+45 PVI El. 785.16

125' V.C.

K = 460.68

High Pnt. = 14+82.50 Elev. = 785.33

Be gi n Pr of ile

G ra de St a.

"P R-

El ev

. 7

Exst. Grade "PR-B1"

Profile Grade "PR-B1"

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

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HORIZONTAL SCALE BRIDGE FILE

INDIANAHAMILTON COUNTY

UTILITY COMPILATION PLANS

LINE "B" - PROFILE VIEW

DJIACE

DJI BEH

OHE&T

TV TV

TVTVTVTVTV

W W W W W W W W W W

TVTVTVTVTV

W W

G G

G G G G G G G G G G G G G

TV TV TV TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV

W W W W W W

W W

G G G G G G G G G G G G G G G G G G G G G G G G G G GT T T T T T T T T T T T T T T T T T T T T T T T T T T T

T T

T T T T T T T T T T T T T T T T T T T T T T T T T T

TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV

T T T T

T T T T T T T T T T T T T T T T

T T T T T T T T T T

T T

W W

TVTVTVTV

TV TV TV TV

TV TV TV TV TV TV TV

W W W W W T T T

T T T

TTTTT

T T

TV TV

TV TV TV TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV W W W W W W

T T

TVTVTVTVTV

W W

GGGGGG

G G

GGGGGGGGGGGGGGGGGGG

G G

E E E E E E E E

E E E E E E E E E E

E E E E

E E W

W E E E E E

P.T. Sta. 15+19.74 "PR-B1"

P.T. Sta. 17+13.86 "PR-B1" P.C. Sta. 21+70.74 "PR-B2"

P.C. Sta. 23+72.71 "PR-B2"

P.T. Sta. 23+09.12 "PR-B2"

P.T. Sta. 24+72.82 "PR-B2"

6t h St

Hazel Dell Pkwy.

(Bit. Mat.)

Co mm

. D r.

(B it.

Ma t.)

Median (Conc.)

P. Lot

(Bit. Mat.)

P. Lot (Bit. Mat.)

P. Lot (Bit. Mat.) P. Lot

(Bit. Mat.)

Ped. Trail (Bit. Mat.)

(Conc.)

(Lawn)

(Lawn) (Lawn)

(Lawn)

S.W. (Conc.)

Co nc

S.W. (Conc.)Dumpster

Mechanical

1-Sty.

Comm.

Bldg.

(Bit. Mat.)

Median (Conc.)

(B it.

Ma t.)

(B it.

Ma t.)

(B it.

Ma t.)

Sec. 16, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

Sec. 15, T. 18 N., R. 4 E.

Noblesville Township

Hamilton County

Sec. 22, T. 18 N., R. 4 E.

Clay Township

Hamilton County

Sec. 21, T. 18 N., R. 4 E.

Clay Township

Hamilton County

N4°39'39"E

N0°03'25"W

P.I. Sta. 16+63.67 "PR-B1" Δ = 8°13'48" Lt.

CURVE DATA

P.I Sta. 16+63.67 "PR-B1"

Δ = 8°13'48" Lt.

R = 700.00' T = 50.36' L = 100.55' E = 1.81'

S.E. = N.C.

LINE "B"

LINE "PR-B1"

N0°03'25"W

N3°34'09"W

P.O.T. Sta. 19+01.02 "PR-B1" = P.O.T. Sta. 36+96.31 "A"

"P R-

LINE "B"

LINE "PR-B2" N13°22'55"W

N0°03'25"W

P.I. Sta. 22+40.35 "PR-B2" Δ = 15°32'48" Rt.

P.I. Sta. 24+22.77 "PR-B2" Δ = 2°17'26" Lt.

CURVE DATA

P.I Sta. 24+22.77 "PR-B2"

Δ = 2°17'26" Lt.

R = 2504.00' T = 50.06' L = 100.11' E = 0.50'

S.E. = N.C.

CURVE DATA

P.I Sta. 22+40.35 "PR-B2"

Δ = 15°32'48" Rt.

R = 510.00' T = 69.62' L = 138.38' E = 4.73'

S.E. = N.C.

N2°09'53"E

N0°07'33"W

P.O.T. Sta. 19+00.00 "B" = P.I. Sta. 36+83.23 "A" Δ=0°24'31" Lt. (No Curve Run)

°43

'8"

89°52'21"

P.C. Sta. 16+13.31 "PR-B1"

P.O.T. Sta. 19+19.59 "PR-B2" = P.O.T. Sta. 37+52.56 "PR-A"

73°55'11"

86°46'7"

Temp. R/W for Grading

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

CC+EVER+M+Z-UG

CC+

EVER+

Z-UG

CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG CC+EVER+M+Z-UG

EVER-UG

Z-

ATT+M+Z-UG

ATT+

Z-UG

ATT+

Z-UG

ATT+

Z-UG

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

CC+

EVER+

Z-UG

MET

-UG

MET

-UG

MET

-UG

METRO-UG METRO-UG METRO-UG METRO-UG

VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG* VRZN-UG*

SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG* SPEC-UG*

COM

CT-UG

COM

CT-UG

COM

CT-UG

COM

CT-UG

COM

CT-UG

COMCT-UG COMCT-UG COMCT-UG COMCT-UG

COMCT-UG

-U

-U G

COMCT-UG COMCT-UG

COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG COMCT-UG

N-

CROWN-UG* CROWN-UG* CROWN-UG*

N-

CROWN-UG* CROWN-UG*

CROW

N-UG*

CROW

N-UG*

CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG* CROWN-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

CROW

N-UG*

EVER-UG*

ETRO-UG

VRZN-UG*

VRZN-UG*VRZN-UG*VRZN-UG*

VRZN-UG*

VRZN-UG

VRZN-UGVRZN-UGVRZN-UGVRZN-UGVRZN-UGVRZN-UG

VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG

VRZN-UG

VRZN-UG VRZN-UG VRZN-UG VRZN-UG VRZN-UG

ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG*ATT-UG* ATT-UG*ATT-UG* ATT-UG*

ATT-UG ATT-UG

ATT-UG

ATT-UG ATT-UG ATT-UG ATT-UG

ATT-UG

ATT-UG ATT-UG ATT-UG

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*

ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG* ATT-UG*…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 28, 2026.