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Date: 6/18/25

Subject:

Utility Relocation Work Plan for: AES Indiana

Facility Type: Electric Distribution

Section 1: General Information

A. INDOT/LPA Project Information

1. DES NO.: 22-ENG-03

2. Route Number: 116th and Hoover Rd. RAB

3. Location: 116th and Hoover Rd., Carmel, IN

4. Work Type: New Round About construction

5. Letting Date: 7/1/2025

6. Date Work Plan Needed 5/10/2025

7. Target Date for Utility to be out of conflict with INDOT Project 7/1/2025

a. Intermediate Phase

b. Intermediate Phase 22-ENG-03

B. Utility Designated Contact – Information

1. Designated Contact Name: James Herin

2. Office telephone: 317-261-4980

3. Mobile telephone: 317-864-3366

4. Email address: James.herin@aes.com

5. Agency name AES Indiana

6. Address: 1230 W Morris St

7. City, State, Zip Code: Indianapolis, IN, 46220

8. Construction Emergency Contact:

Name: Trouble Department

Number: 317-261-8111

C. By signing here, the Utility has determined to the best of their ability that they do not have facilities within the project area:

Signature of Utility Representative Print Name Date

Note: A signature by the utility representative at item “(C)” fulfills the requirement to complete the rest of this form and affirms their contact information above is correct

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D. INDOT/LPA Utility Coordinator Contact Information

1. Utility Coordinator Name: John Cox

2. Office Telephone: 317-547-5580

3. Mobile Telephone: 317-285-9459

4. Email Address: jcox@structurepoint.com

5. Agency Name:

6. Address: American Structurepoint Inc.

7. City, State, Zip Code 9025 River Rd., Suite 200

Section 2: A narrative description of existing facilities within the project limits and any facility relocation that will be required. [IAC 13-3-3(c)]

A. Describe what types of existing active and inactive facilities are present.

Overhead distribution conductor (13.2kV, 120-480V), underground distribution (13.2kV, 120-480V), wooden poles, guying & anchors.

B. Describe the location of existing active and inactive facilities.

See Exhibit A

C. Describe what will be done with existing active and inactive facilities.

AES facilities in the project area will be relocated to accommodate conflicts. See Exhibit A for reference.

As an informational course of action, the contractor should notify our Service Dispatch Office prior to beginning work in the area of the electric lines. This will give IPL’s Dispatch a ‘heads up’ that construction work is taking place, in case there is any unforeseen issues with the power service or lines.

Notification number to call by the contractor is: Load Dispatch (317) 261-8111

D. Describe the details of the proposed new facilities.

E. Describe the proposed location of the new facilities.

F. By signing here, the Utility has determined to the best of their ability that they have facilities within the project area and the facilities are not in conflict with the project based upon the plans received on 5/6/25.

Signature of Utility Representative Print Name Date

Note: A signature by the utility representative at item “(F)” fulfills the requirement to complete the rest of this form and affirms their contact information above is correct.

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Section 3: A statement whether the facility relocation is or is not dependent on the acquisition of additional property interests with a description of that work. [IAC 13-3-3(c) (2) (B)] N/A

Section 4: A statement whether the utility is or is not willing to allow the INDOT contractor to do the required work as part of the highway contract. [IAC 13-3-3(c) (3)] Is not

Section 5: From the date the work plan is approved by both parties; please provide the Utility’s pre-construction scheduling information. [IAC 13-3-3(c) (4), IAC 13-3-3(c) (5)]

A. The expected lead time in calendar days to obtain required permits: 35 days

B. The expected lead time in calendar days to obtain materials: N/A

C. The expected lead time in calendar days to schedule work crews: 84 days

D.

If the contractor is being selected by competitive bid what is the date of selection?

N/A

E. The expected lead time in calendar days to obtain new property interests: N/A

F.

The earliest date when the utility could begin to implement the pre-construction activities of the work plan:

14 days from NTP

G.

The total number of calendar days for pre-construction activities:

(accounting for concurrent activities)

98 days

Section 6: The Utility Construction Scheduling Information. [IAC 13-3-3(c) (4), IAC 13-3-3(c) (5)]

A. A statement whether the facility relocation is or is not dependent on work to be done by another utility with a description of that work. [IAC 13-3-3(c)(2)(A)(i)]

1. AT&T: must request disconnect of their service when ready. If they would like to install a new service then their connection point will be the pedestal at the base of pole 1/102-A. AT&T is also responsible for removing the pole stubs of 1/102-A and 2/102-A

2. Zayo: must request disconnect of their service when ready. If they would like to install a new service then their connection point will be the pedestal at the base of pole 1/102-A.

B. A statement whether the facility relocation is or is not dependent on work to be done by the department or the department’s contractor with a description of that work. [IAC 13-3- 3(c)(2)(A)(ii)]

1. NTP sent to James Herin via email at james.herin@aes.com & utilitycoordination@aes.com

2. City of Carmel shall clear the right-of-way of trees, tree limbs, fences, houses, sheds, etc. to AES’s satisfaction before AES can begin our relocation.

3. Hamilton County Parks and Recreation must request disconnect of their service when ready. If they would like to install a new service then their connection point will be the pedestal at the base of pole 1/102-A.

4. City of Carmel shall stake sta 10+94, 42.6’ L line “PR-H”

5. City of Carmel shall stake sta 12+75.5, 17.3’ L line “PR-H”

C. How many calendar days after the events identified in Sec 6 A and B are completed can the utility begin construction: 6A: 21 days, 6B: 140 days

D. The number of calendar days to complete the relocation work: 21 days mailto:james.herin@aes.com mailto:utilitycoordination@aes.com

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Section 7: A drawing of sufficient detail with station, offset, elevations, and scale to show the proposed location of the facility relocation, which takes precedence over the narrative description of the work, needs to be on INDOT Construction drawings. [IAC 13-3-3(c) (6)]. Plans must be attached to this Work Plan Document.

See Exhibit A

Section 8: For each work plan the utility shall include a cost estimate for the facility relocation. For reimbursable work the estimate will identify betterment and salvage which is not reimbursable. [IAC 13-3-3(d)] N/A

Section 9: For work the utility is entitled to be compensated by the Department, the work plan shall include documentation of property interests and compensable land rights. [IAC 13-3-3(d)] N/A

Section 10: The implementation of this approved work plan is dependent upon the issuance of: (a notice to proceed will be provided when items in Section 6 are accomplished)

Items Completed Yes Not Applicable

An executed reimbursement agreement with INDOT/LPA:

A relocation permit from INDOT/LPA:

(Note: Double-click on box in Yes or NA to mark it with an “X”)

6/18/25

Signature of Utility Representative Date

James Herin

Utility Representative Name Printed

This work plan is valid for 270 days from the signed submitter date. If the construction NTP has not been received within this time frame, AES will require an additional 1-3 months to re-evaluate field conditions and resubmit the work plan.

INDOT/LPA use only below this point -------------------------- INDOT/LPA use only below this point

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DEH

____Dave Townsend______

INDOT/LPA use only below this point -------------------------- INDOT/LPA use only below this point

The following sections are to be used by INDOT personnel to review the utility relocation work plan.

Section 11: The Department shall review the work plan to ensure that it: [IAC 13-3-3(e)]

Description Yes N/A Utility Coordinator Initials

(1.a) is compatible with department permit requirements

(1.b) is compatible with the project plans

(1.c) is compatible with the construction schedule

(1.d) is compatible with other utility relocation work plans

(2.a) has reasonable relocation scheme

(2.b) has a reasonable cost for compensable work

(Note: Double-click on box under Yes or N/A to mark it with an “X”)

Utility Coordinator Signature Date

Utility Coordinator Name Printed

Section 12: Approved Work Plan. [IAC 13-3-3(f)]

I have reviewed the work plan and have been made aware of the schedule and budget.

Project Manager Signature (LPA Project – ERC Signature) Date

Project Manager Name Printed (LPA Project – ERC Name Printed)

10/14/2025

John Cox

JDC

JDC

JDC

JDC

JDC

JDC

x x x x x x

John Cox

11/07/2025

Neil VanTrees

AES LEGEND

James Herin Email: james.herin@aes.com Cell: (317) 864-3366

AES Utility coordination Email: UtilityCoordination@aes.com

345kV Transmission Conductor

138kV Transmission Conductor

34.5kV Subtransmission Conductor

13.2kV Overhead Primary Conductor

Overhead Secondary Conductor

Overhead Supervisory Cable

13.2kV Underground Primary Cable

Underground Secondary Cable

Underground Supervisory Cable

Down guy/Anchor

Span guy

Removal

Pole (Existing/Install)

Pull-Box (Existing/Install)

Pad-mounted Transformer (Existing/Install)

Exhibit A

T R

G M

G

H

M B

T

T

W M

T

W V

W M

P

S

S T

H

H

H

T F

T F

H

T F

12" rcp

C P T fo rc e m a in

10+00 15+00

LEGEND

Full Depth HMA Pavement

(See Typical Sections)

K

X

T PCCP Truck Apron

(See Typical Sections)

C

Curb & Gutter, Concrete, Type II

26 Sodding, Nursery

Roll Curb for Truck Apron

(See City of Carmel Std. 10-25C)

PCCP for Approaches, 6 in., on

Subgrade Treatment Type II

L See Landscape Plans

Straight Concrete Curb Modified

Center Curb, Type D

(See Miscellaneous Details)

Future Curb Ramp, Concrete

(To Be Constructed in Future Project)

28 Raised Pedestrian Crossing

(See Miscellaneous Details)

Hoover Rd.

th S t.

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 33, T 18 N, R 3 E

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 4, T 17 N, R 3 E

30.0'

Esmt.

Gas Line

& RECREATION BOARD

HAMILTON COUNTY PARK

TIMOTHY PAUL ET UX.

THOMAN,

IRSAY, JAMES STEVEN

Lot 45

Lot 44

NEUBAUER, BLAKE LEE

App. P.L.

A p p S e c ti o n L in e L in e

B

App. Exist. R/W

App. Exist. R/W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

Line "PR-H"

L in e "P

R -B

30.0'

Esmt.

Gas Line

76°16'16"

6' Fence

Vectrin

B ri c k S ig n

C a m e ra p v c p v c

F ib e r

M a rk e r

Asphalt

Grass

Planter

Stone G ra s s

G ra s s

Brick Sign

Grass

Stone

Grass

Grass

Grass

Grass

Asphalt

Asphalt

Asphalt

Grass Planter

G ra s s

W o o d s

A s p h a lt

P la n te r

P la n te r

C o n c

G ra s s

A s p h a lt

A s p h a lt

C o n s t.

L im it s

C o n s t.

L im it s

Co ns t.

L im its

F o rc e M a in

& 46' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10"

Str. No. 200

55' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 201

Section Line & Line "H"4 1App.

13+00.00 "PR-H"

END CONSTRUCTION

P.O.T. 10+00.00 "PR-H"

P.O.T. 64+74.35 "PR-B" =

K

L

See Line "PR-B"

Str. No. 110

See Line "PR-B"

Str. No. 109

See Line "PR-B"

Str. No. 111

See Line "PR-B"

Str. No. 112

C

C

25' R

Class I Drive Req'd.

See Line "PR-B"

See Line "PR-B", for Additional Details.

All R/W Described from Line "H", Except as Shown.

All Radii are Measured from front face of Curb, Except as Noted.

NOTES:

C o n s

t. L im its

Const. Limits

� Roundabout

10+71.51 "PR-H"

BEGIN CONSTRUCTION

C la s s I D ri v e R e q 'd

S e e L in e

P R -B

40'-0"

8'-0"

K

K

N

'5 " E

P.I. 63+83.95 "PR-B"

P.R.C. 63+59.36 "PR-B"

P.O.T. 13+83.69 "PR-H"

P.T. 12+83.69 "PR-H"

R/W

R/W

Const. Limits

Const. Limits

R/ W

P.C. 10+25.41 "PR-H"

.0 L

T

P.I. 11+55.68 "PR-H"

'-0

"11.00' RT.

+25.57

151.00' RT.

+31.94

1.00' RT.

+37.99

6.93' RT.

+32.57

6'- 0"

'-9

A p p

E x is t.

R /W

R/W th S t.

App. Exist. R/W

App. Exist. R/W

.0 R

T

11.00' LT.

+83.69

R/W

R/W

P.I. 65+79.65 "B"

P.O.T. 10+00.00 "H"=

(No Curve Run)

� = 00°08'30" LT.

P.I. 65+79.65 "B" P.R.C. 63+59.36 "PR-B"

See Line "PR-B"

Str. No. 110A

X1

X2

X3

Future Shared-Use Path

Future Shared-Use Path

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

T

4'-0"

L

T

L

30' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 202

.0 L

T

Path

Future Shared-Use

30' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 203

17.6 R

T

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

FOR APPROVAL

RECOMMENDED

P:\2022\02347\D. Drawings\.002 Hoover Rd. & 116th St. Roundabout\202202347.002.RD.CD.PRH.01.dgn2/19/2025 2:56:46 PMchessler

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

In d y -P d f.

p lt c fg

CITY OF CARMEL

22-ENG-03

13 42

N/A

N/A

N/A

N/A

N/A

LINE "PR-H"

1"=20'

N/A

MTHCAN

TMJ TMJ

CONSTRUCTION DETAILS

AES distribution pole 10/102-B

No conflict ATT pole with AES distribution joint use 1/102-A

In conflict - AES to relocate to approx sta 10+94, 42.6' L line "PR-H"

AES distribution anchor

In conflict - AES to remove

ATT pole with AES distribution joint use 2/102-A

No conflict - AES to relocate to approx sta 12+75.5, 17.3' L line

"PR-H"

AES distribution anchor

No conflict - AES to remove

Service point AES to install distribution anchor

AES to install service pedestal at base of new pole

New connection point for services

Hamilton County Parks & Rec must request disconnect of service

AT&T must request disconnect of service

Zayo must request disconnect of service

Exhibit A

AES to replace in same location

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Date: 8/12/2025

Utility Relocation Work Plan for: AT&T Distribution Facility Type: Communication

3. Location: 116th and Hoover Rd., Carmel, IN

4. Work Type: New Round About construction

5. Letting Date: 7/1/2025

6. Date Work Plan Needed 5/10/2025

7. Target Date for Utility to be out of conflict with Project 7/1/2025

Intermediate Phase

1. Designated Contact Name: Brad Bailey

2. Office telephone: N/A

3. Mobile telephone: 317-459-4769

4. Email address: bb3525@att.com

5. Agency name AT&T-D

6. Address: 5870 College Ave

7. City, State, Zip Code: Indianapolis, IN 46220

8. Construction Emergency Contact:

Name: Chad Long Number: 317-453-6963

C. By signing here, the Utility has determined to the best of their ability that they do not have facilities within

Note: A signature by the utility representative at item “(C)” fulfills the requirement to complete the rest of this

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2. Office Telephone: 317-547-5580

3. Mobile Telephone: 317-285-9459

4. Email Address: jcox@structurepoint.com

5. Agency Name: American Structurepoint Inc.

6. Address: 9025 River Rd., Suite 200

7. City, State, Zip Code Indianapolis, IN 46240

Section 2: A narrative description of existing facilities within the project limits and any facility relocation that will be

Active aerial and buried copper and fiber cables.

Along the R/W South of 116th St and along the R/W West of Hoover Rd. See drawing.

See Drawing

F. By signing here, the Utility has determined to the best of their ability that they have facilities within the project area and the facilities are not in conflict with the project based upon the plans received on <Enter Date Received Plans>

Signature of Utility Representative Print Name Date

Note: A signature by the utility representative at item “(F)” fulfills the requirement to complete the rest of this form

3 | P a g e R e v i s e d 0 8 / 2 1 / 2 0 2 4

Section 3: A statement whether the facility relocation is or is not dependent on the acquisition of additional

Section 4: A statement whether the utility is or is not willing to allow the INDOT contractor to do the required work as part of the highway contract. [IAC 13-3-3(c) (3)]

No, an authorized AT&T contractor will do our work.

Section 5: From the date the work plan is approved by both parties; please provide the Utility’s pre-construction

A. The expected lead time in calendar days to obtain required permits: 30 B. The expected lead time in calendar days to obtain materials: 30 C. The expected lead time in calendar days to schedule work crews: 30

D.

If the contractor is being selected by competitive bid what is the date of selection?

N/A

E. The expected lead time in calendar days to obtain new property interests: N/A

F.

The earliest date when the utility could begin to implement the pre-construction activities of the work plan:

14 days after WP is approved

G.

The total number of calendar days for pre-construction activities:

A. A statement whether the facility relocation is or is not dependent on work to be done by another utility

1. Utility A, with a description of the required work.

Yes, AES will need to set the new pole shown on the work plan drawing.

2. Utility B, with a description of the required work.

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3. Utility C, with a description of the required work.

B. A statement whether the facility relocation is or is not dependent on work to be done by the department

1. Work item A

Yes, R/W will need to be staked prior to relocation.

2. Work item B

3. Work item C

C. How many calendar days after the events identified in Sec 6 A and B are completed can the utility begin construction: 14 days

D. The number of calendar days to complete the relocation work: 90 days after item in section 6 are complete and we receive full NTP.

Section 7: A drawing of sufficient detail with station, offset, elevations, and scale to show the proposed location of the facility relocation, which takes precedence over the narrative description of the work, needs to be on INDOT Construction drawings. [IAC 13-3-3(c) (6)]. Plans must be attached to this Work Plan Document.

Section 8: For each work plan the utility shall include a cost estimate for the facility relocation. For reimbursable work the estimate will identify betterment and salvage which is not reimbursable. [IAC 13-3-3(d)]

Section 9: For work the utility is entitled to be compensated by the Department, the work plan shall include

Section 10: The implementation of this approved work plan is dependent upon the issuance of: (a notice to proceed

A relocation permit from INDOT/LPA:

(Note: Double-click on box in Yes or NA to mark it with an “X”)

8/12/2025

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Brad Bailey

Utility Coordinator /LPA use only below this point -------------------------- Utility Coordinator/LPA use only below this point

Section 11: The Utility Coordinator shall review the work plan to ensure that it: [IAC 13-3-3(e)] (This section is to be used by the assigned Utility Coordinator)

Initials is compatible with department permit requirements (is compatible with the project plans is compatible with the construction schedule is compatible with other utility relocation work plans has reasonable relocation scheme has a reasonable cost for compensable work

For State projects, the Utility Coordinator has verified that the INDOT Utility Oversight completed the UMS work plan approval process on Enter UMS Work Plan Approval Date.

State/LPA Project -Utility Coordinator Signature Date

State/LPA Project Utility Coordinator Name Printed

LPA Project – ERC Signature Date

JDC

JDC

JDC

JDC

JDC

JDC

X

X X

X X

X

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LPA Project – ERC Name Printed)

AT&T Fiber Cable.

Not In Conflict.

AT&T Copper Cable.

Not In Conflict.

See Sheet 12 For Other Cable Information.

Approx. Location of AT&T Copper Cable Not Shown On Survey. Not In Conflict.

AT&T Copper Cable.

Not In Conflict.

AT&T To Relocate Buried Copper Cable In This Area To Aerial On AES Poles.

Buried Cable Will Be Retired In Place.

AT&T Contractor To Adjust/Lower Copper Cable In This Area If Necessary.

ATT Mobility Small Cell Street Light In Conflict. To Be Relocated By Mobility.

Proposed Location of New Small Cell Street Light Pole.

New Pole Placed By AES With New ATT Down Guy.

ATT Pole To Be Removed Along With Down Guys.

New 4" HDPE Containing Fiber & Copper Cables.

Directional Bore @ Minimum 12' Depth From Existing Grade.

Existing Aerial Copper & Fiber Cable To Be Removed Between Old Pole & New AES Pole.

AT&T Fiber Cable Not In Conflict.

ATT Fiber Cables To Be Retired In Place.

Proposed 1.25" HDPE Containing Fiber Cable.

Directional Bore @ 4' Depth & Daylight All Other Utility Crossings.

Date: 10/14/2025

Utility Relocation Work Plan for: CenterPoint Energy Facility Type: Natural Gas-Distribution

3. Location: 116th and Hoover Rd., Carmel, IN

4. Work Type: New Round About construction

5. Letting Date: 7/1/2025

6. Date Work Plan Needed 5/10/2025

1. Designated Contact Name: Chad Miller

2. Office telephone: (317) 979-3291

3. Mobile telephone: (317) 776-5590

4. Email address: Chad.R.Miller@centerpointenergy.com

5. Agency name CenterPoint Energy

6. Address: 16000 Allisonville Road

7. City, State, Zip Code: Noblesville, IN

8. Construction Emergency Contact:

Name: Mostafa Khallad/CNP 24 Hr. Call Center Number: 937-231-8345/1-800-227-1376

C. By signing here, the Utility has determined to the best of their ability that they do not have facilities within

Note: A signature by the utility representative at item “(C)” fulfills the requirement to complete the rest of this

2. Office Telephone: 317-547-5580

3. Mobile Telephone: 317-285-9459

4. Email Address: jcox@structurepoint.com

5. Agency Name: American Structurepoint Inc.

Section 2: A narrative description of existing facilities within the project limits and any facility relocation that will be

• 6” MP PL (ALDYL-A) Distribution Main

• 4” MP PL Distribution Main

• Gas Services

• Gas Valves o Along N side of 116th St o Along W side of Hoover Rd for approx. 20’ at STA. 64+10 (PR-B)

• 4” MP PL Distribution Main o Along W side of Hoover Rd

• Gas Services o Throughout project scope

• Gas Valves o NW corner of 116th & Hoover Rd intersection o Along N side of 116th St

Retire approx. 535’ from STA. 62+50 to 68+35 (PR-B)

• 4” MP PL Distribution Main o Along W side of Hoover Rd Retire approx. 290’ from STA. 10+08 to 13+06 (PR-H)

• Gas Services o Throughout project scope

Replace/Tie-over as needed

• Gas Valves o NW corner of 116th & Hoover Rd intersection Retire mailto:jcox@structurepoint.com

*See attached relocation drawings for more details. All main is to be installed at depth of 5’ below proposed grade within pavement and 3’ below proposed grade outside of pavement unless noted otherwise.

• 6” MP PL Distribution Main

• 4” MP PL Distribution Main

• 6” MP PL Distribution Main o Install approx. 593’ from STA. 62+50 to 68+35 (PR-B) keeping 77’ off the S EX. ROW until STA. 66+36 then staying 43’ off EX. ROW.

• 4” MP PL Distribution Main o Install approx. 451’ starting at STA. 62+50 (PR-B) continuing E keeping 3’ off EX. ROW.

Then running along the W side of Hoover Rd from STA. 10+50 to 13+06 (PR-H) keeping 14’ 16’ from EX. ROW.

o Replace/Tie-over as needed

F. By signing here, the Utility has determined to the best of their ability that they have facilities within the project area and the facilities are not in conflict with the project based upon the plans received on <01/15/2025> 7/11/2025.

Signature of Utility Representative Print Name Date

Note: A signature by the utility representative at item “(F)” fulfills the requirement to complete the rest of this form

Section 3: A statement whether the facility relocation is or is not dependent on the acquisition of additional

CenterPoint Energy’s relocation is not dependent on the acquisition of additional property interests.

Section 4: A statement whether the utility is or is not willing to allow the INDOT contractor to do the required work

CenterPoint Energy crews or CenterPoint Energy contractors will complete any required relocation work.

Section 5: From the date the work plan is approved by both parties; please provide the Utility’s pre-construction

A. The expected lead time in calendar days to obtain required permits: 30 Days B. The expected lead time in calendar days to obtain materials: 60 Days C. The expected lead time in calendar days to schedule work crews: 30 Days

D. If the contractor is being selected by competitive bid what is the date of selection?

TBD-final estimate will be completed once a final work plan has been received.

CenterPoint Energy will not and cannot pursue competitive bid opportunities until then.

E. The expected lead time in calendar days to obtain new property interests: N/A

F. The earliest date when the utility could begin to implement the pre-construction activities of the work plan: 90 Days

G. The total number of calendar days for pre-construction activities:

(accounting for concurrent activities) 90 Days

**All estimate dates are based upon CenterPoint Energy Engineering’s receipt of an approved work plan & notice-to-proceed. Until that takes place, materials cannot be obtained and crew availability cannot be projected.

A. A statement whether the facility relocation is or is not dependent on work to be done by another utility

CenterPoint’s relocation plan depends on proposed locations of all other existing utilities within the project area. In order for the aforementioned timeline to be valid, all conflicts must be resolved prior to construction.

• If CenterPoint’s proposed relocation plan is dependent on another utility relocating existing facilities, CenterPoint cannot relocate until those conflicts are resolved.

Dig Law must be taken into consideration when identifying dependencies between the relocation of all facilities. Utilizing hand excavation methods, vac trucks, etc. must take place should the proximity of facilities deem it necessary.

B. A statement whether the facility relocation is or is not dependent on work to be done by the department

NTP & Approved Work Plan.

• Once an Approved Work Plan or Notice to Proceed is received, whichever comes first, CenterPoint Energy will proceed with developing For Construction Drawings, System Operations Plans, Material Lists, Work Order Packets, internal approvals and scheduling work crews. If project plans are submitted after the approval of the Work Plan or NTP, the Utility Coordinator must inform the designated CenterPoint contact of any design changes that could affect the natural gas main that was to remain in place or the proposed relocations. If adjustments are necessary for the proposed relocations, CenterPoint Energy’s scheduling information provided in Section 5 and 6D will be updated based on the project’s size and the number of revisions.

• When CenterPoint Energy receives an Approved Work Plan or Notice to Proceed, it is assumed that the Utility Coordinator has reviewed the Work Plans of any other existing utilities within the project area, ensuring that all proposed relocations do not conflict with other existing and proposed utility relocations. CenterPoint Energy has boring standards that may change the installation method of the natural gas main if other utilities are installed before CenterPoint Energy’s relocations. Additionally, if other utilities are installed outside of their Approved Work Plan/NTP or do not follow their proposed route, CenterPoint Energy’s relocations may be delayed for an unforeseen amount of time.

• CenterPoint Energy requests that if a new Utility Coordinator or Inspector is appointed after the Work Plan has been approved or a Notice to Proceed has been issued, the new appointee should review the approved Work Plan and Notice to Proceed. Any concerns should be raised promptly before CenterPoint Energy begins relocations.

Ex and PR ROW cleared.

Staking

• Permanent and temporary R/W painting and staking with stationing.

• Proposed Center Line painting and staking with stationing.

• Proposed Storm Structure Staking in the vicinity of CenterPoint relocations.

C. How many calendar days after the events identified in Sec 6 A and B are completed can the utility begin construction: TBD – based on crew availability and schedule once NTP is received.

D. The number of calendar days to complete the relocation work: 30 Days

The timelines provided by CenterPoint Energy in Sections 5 and 6D are based on an Approved Work Plan and Notice to Proceed issued during the Work Plan Request. If project plans are submitted after the approval of the Work Plan or NTP and require adjustments for the proposed relocations, the scheduling information in Sections 5 and 6D will become invalid and must be updated according to the project’s size and the number of revisions. Additionally, these timelines assume that a master utility relocation plan has been developed, reviewed by the utility coordinator, and that all potential conflicts have been resolved. If new utility relocation conflicts are discovered during CenterPoint Energy’s construction, the timeframe in Section 6D will be void, and a new timeframe will be provided. If CenterPoint Energy receives an Approved Work Plan or Notice to Proceed more than 1 year after the Work Plan submittal, the project must be reviewed by the CenterPoint contact and the workplan is subject to change. In addition, the timeframe provided in Section 6D does not include potential delays due to unforeseen site issues or inclement weather.

Section 7: A drawing of sufficient detail with station, offset, elevations, and scale to show the proposed location of the facility relocation, which takes precedence over the narrative description of the work, needs to be on INDOT Construction drawings. [IAC 13-3-3(c) (6)]. Plans must be attached to this Work Plan Document.

See attached relocation plan.

CenterPoint Energy For Construction Drawings will be sent to the Utility Coordinator for final review once complete.

Section 8: For each work plan the utility shall include a cost estimate for the facility relocation. For reimbursable work the estimate will identify betterment and salvage which is not reimbursable. [IAC 13-3-3(d)]

$156,374.03 - Once an approved work plan is received, a more accurate estimate will be provided for reimbursement during Centerpoint’s pre-construction activities.

Section 9: For work the utility is entitled to be compensated by the Department, the work plan shall include documentation of property interests and compensable land rights. [IAC 13-3-3(d)]

See attached documentation.

Section 10: The implementation of this approved work plan is dependent upon the issuance of: (a notice to proceed will be provided when items in Section 6 are accomplished)

Items Completed Yes Not Applicable An executed reimbursement agreement with INDOT/LPA:

A relocation permit from INDOT/LPA:

(Note: Double-click on box in Yes or NA to mark it with an “X”)

10/16/2025

Chad Miller

7 | P a g e R e v i s e d 0 8 / 2 1 / 2 0 2 4

DEH

Utility Coordinator /LPA use only below this point -------------------------- Utility Coordinator/LPA use only below this point

Section 11: The Utility Coordinator shall review the work plan to ensure that it: [IAC 13-3-3(e)] (This section is to be used by the assigned Utility Coordinator)

Description Yes N/A Utility Coordinator Initials is compatible with department permit requirements (is compatible with the project plans is compatible with the construction schedule is compatible with other utility relocation work plans has reasonable relocation scheme has a reasonable cost for compensable work (Note: Double-click on box under Yes or N/A to mark it with an “X”)

Section 12: Approved Work Plan. [IAC 13-3-3(f)]

For State projects, the Utility Coordinator has verified that the INDOT Utility Oversight completed the UMS work plan approval process on Enter UMS Work Plan Approval Date.

State/LPA Project -Utility Coordinator Signature Date

State/LPA Project Utility Coordinator Name Printed

LPA Project – ERC Signature Date

LPA Project – ERC Name Printed)

11/11/2025

John Cox

JDC

JDC

JDC

JDC

JDC

JDC

X X X X X

Neil VanTrees

11/14/2025

X

LOCATION MAP

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2024, INDOT

SUPPLEMENTAL SPECIFICATIONS.

NO. DATE REVISIONS APPR.BY

CERTIFIED BY: DATE

PLANS PREPARED BY:

OWNER

CITY OF CARMEL

ONE CIVIC SQUARE

CARMEL, INDIANA 46032

(317) 571-2400

TOPOGRAPHIC SURVEY BY:

DESIGNED: CHECKED:

DRAWN: CHECKED:

BOARD OF PUBLIC WORKS AND SAFETY

APPROVED BY:

CITY OF CARMEL

CITY OF CARMEL STANDARDS;

JEFF WORRELL

ADAM AASEN

CITY COUNCIL MEMBERS Know what'sbelow.

before you dig.Call

R

AMERICAN STRUCTUREPOINT, INC.

AMERICAN STRUCTUREPOINT, INC.

INDIANAPOLIS, INDIANA 46240

(317) 547-5580

GRAPHIC SCALES

20000 1000

FEET

PROJECT NO. 22-ENG-03

JAB

RJC TJM

TJM

T 17 N

T 18 N

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

UTILITIES

surveyor has not physically located the underground utilities.

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

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

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

1 TITLE SHEET & INDEX SHEET

DESIGNATIONSHEET NO.

INDEX

TYPICAL CROSS SECTIONS2-3

9025 RIVER ROAD, SUITE 200

W 116th St

W 116th St

H o o v e r

R o a d

C la y C e n te r

R o a d

W ill C re e k

Cente r Cree k

Ames Run

W il li a m s C re e k

Clay Creek

T o w n e R o a d

T o w n e R o a d

S a in t

A n d re w s L a n e

D it c h R o a d

S p ri n g M il l R o a d

S p ri n g M il l R o a d

M e ri d ia n S t

W il li a m s C re e k D r

Il li n o is S tr e e t

Il li n o is S tr e e t

W 111th St

CLAY TOWNSHIP

NOT FOR CONSTRUCTION

W illia m s C re e k

PLAN AND PROFILES

13+00.00 "PR-H"

END CONSTRUCTION

ELECTRIC

Don McDuffy

(317) 776-5320

Noblesville, IN 46062

100 Mill Creek Rd.

Duke Energy

James Herin

(317) 864-3366

Indianapolis, IN 46221

1230 West Morris St.

Indianapolis Power & Light Co. COMMUNICATION

DeWayne Bullock

(317) 610-5450

Indianapolis, IN 46204

240 N. Meridian St.

AT & T Distribution

Morgan Rinehart

(317) 506-8449

Carmel, IN 46032

31 1st Avenue NW

Carmel Communications

PETROLEUM

David Jones

(610) 904-4409

Breinigsville, PA 18031

Five TEK Park 9999 Hamilton Blvd.

Buckeye Pipeline

John Duffy

(317) 571-2451

Carmel, IN 64033

760 3rd Ave. SW

Carmel Utilities

SEWER, WATER & TRAFFIC LIGHT

GAS

Chad Miller

(463) 210-7243

Noblesville, IN 46061

16000 Allisonville Rd.

CenterPoint Energy

FIBER OPTIC

Waylon Higgins

(765) 341-1199

Indianapolis, IN 46256

9209 Castlegate Dr.

Zayo Bandwidth

SEWER

Ryan Hartman

(317) 844-9200

Zionsville, IN 46077

7236 Mayflower Park Dr.

Trico Regional

CABLE TV

William Morris

(317) 710-0602

Indianapolis, IN 46220

5330 East 65th St.

Comcast Cable

Steve Creech

(317) 734-0761

Indianapolis, IN 46218

3030 Roosevelt Ave.

Charter Communications

Greg Weber

(217) 663-3120

Oak Brook, IL 60523

1225 West 22nd St. Suite 105

Everstream, LLC

TELEPHONE

Craig Rolland

(317) 498-1242

Indianapolis, IN 46250

6835 Hilldale Ct.

Verzion

Korie Nellis

(812) 213-1378

Evansville, IN 47715

3701 Communications Way

Metro Fibernet, LLC

FIBER OPTIC

Waylon Higgins

(765) 341-1199

Indianapolis, IN 46256

9209 Castlegate Dr.

IN Fiber Network

REFERENCE POINTS

8-10

32 33

R 3 E

5 4 3 2

CONSTRUCTION DETAILS

22 LIGHTING PLAN

SPOT ELEVATION DETAILS

14-15

MISCELLANEOUS DETAILS

Spring M ill R un

61+00.00 "PR-B"

BEGIN PROJECT

69+70.00 "PR-B"

END PROJECT

ROUNDABOUT AT 116TH ST. AND HOOVER RD.

TONY GREEN

ANITA JOSHI

MATT SNYDER

RICH TAYLOR

RYAN LOCKE

SHANNON MINNAAR

TERESA AYERS

HONORABLE SUE FINKAM, MAYOR

EROSION CONTROL

STRUCTURE DATA TABLE

CROSS SECTIONS

30-31

32-42

18-21

PAVEMENT MARKING AND SIGNING DETAILS

SUMMARY OF QUANTITIES AND APPROACH TABLE

23-25

APPROVED BY: DATE

CITY ENGINEER

BRAD PEASE, PE

LAURA CAMPBELL - PRESIDING OFFICER

ALAN POTASNIK - MEMBER

JIM BARLOW - MEMBER

7 DETOUR PLAN

11-13

28-29 UNDERDRAIN TABLE

R O

U N

D A

B O

U T A

T

T H S

T

A N

D H

O O

V E

R R

D

ROUNDABOUT ALIGNMENT PLAN

16-17

27 MISCELLANEOUS TABLES

4-5

TR

GM

G

H

MB MB

MB

T

T

WM

T

WM

PPST PPST

PPST

PPST

H

H

H

H

TF

H

TF

24" rcp

12" cmp

"x h d p e rc p

Pedestrian Bridge

6' Fe nc e

V e c tr in

Brick Sign

With Utility Dip

Camera

Fiber Marker

A s p h a lt

G ra s s

St on e

Woods

Woods

Asphalt Asphalt

Asphalt

Asphalt

Grass Grass Grass

Grass Grass

Grass

Woods

B ri c k S ig n

G ra s s

S to n e

G ra s s

Grass

Woods

Asphalt

Planter

Asphalt

Asphalt

BM

CPT #205

TBM #23

force main

065+00

LEGEND

Full Depth HMA Pavement

(See Typical Sections)

K

X

T PCCP Truck Apron

(See Typical Sections)

C

Curb & Gutter, Concrete, Type II

26 Sodding, Nursery

Roll Curb for Truck Apron

(See City of Carmel Std. 10-25C)

PCCP for Approaches, 6 in., on

Subgrade Treatment Type II

L See Landscape Plans

Straight Concrete Curb Modified

Center Curb, Type D

(See Miscellaneous Details)

Future Curb Ramp, Concrete

(To Be Constructed in Future Project)

28 Raised Pedestrian Crossing

(See Miscellaneous Details)

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 33, T 18 N, R 3 E

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 4, T 17 N, R 3 E

App. Section Line & Line "B"

116th St.

A p p P .L

SECTION TWO

CROOKED STICK ESTATES

App. Exist. R/W

App. Exist. R/W

A p p P .L

A p p P .L

& RECREATION BOARD

HAMILTON COUNTY PARK

Lot 42

DILICK, MICHAEL ET UX.

Lot 43 Lot 44

PRINCE, SCOTT R. ET UX.

Line "PR-B"

C e n te r C r.

F lo w

NEUBAUER, BLAKE LEE

App. Exist. R/W

App. Exist. R/W

Lot 45

IRSAY, JAMES STEVEN

H o o v e r R d

TIMOTHY PAUL ET UX.

THOMAN,

CATHODIC PROTECTION FACILITIES

SUBJECT TO EASEMENT FOR

L in e "P

R -H

A p p

E x is t.

R /W

A p p

E x is t.

R /W

76°16'16"

.0

E s m t.

G a s L in e

Const. Limits

Co ns t.

Li m its

Const. Limits

Const. Limits

20' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 101

2' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 104

2' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 105

21' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 106

3' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 107

102' of 15" Pipe Req'd.

Manhole, Type "C-4" &

Str. No. 108

& 107' of 15" Pipe Req'd.

Mod. Manhole, Type "C-10"

Str. No. 110

S e c ti o n L in e

A p p

S e c ti o n L in e L in e

H

A p p

22 26

L

.4

76°47'29" (Tan. Line "PR-B")

.0 ' R

T

.0

� Roundabout

C

R

15'R

'-0

11.00' LT.

+54.79

11.00' RT.

+74.73

'-0

.0 R

T

.0 R

T

.0 R

T

.0 R

T

3.43' RT.

+58.73

'-1

6'-0"

2.09' LT.

+52.79

.0

8' -0

'-0

.0 L

T

.0 L

T

.0

LT

.0 L

T

See Line "PR-H"

Str. No. 203

See Line "PR-H"

Str. No. 201

See Line "PR-H"

Str. No. 202

See Line "PR-H"

Str. No. 200

CURVE DATA

P.I. = 62+34.61 "PR-B"

T = 126.85'

L = 251.60'

R = 800.00'

E = 9.99'

S.E. = N.C.

CURVE DATA

P.I. = 63+83.95 "PR-B"

T = 24.58'

L = 48.96'

R = 220.00'

E = 1.37'

S.E. = N.C.

N 7 1°5

8'55 " E

P.O.T. 10+00.00 "PR-H"

P.I. 64+74.35 "PR-B" =

P.I. 62+34.61 "PR-B"

P.I. 63+83.95 "PR-B"

P.C. 61+07.76 "PR-B"

P.R.C. 63+59.36 "PR-B"

P.R.C. 63+59.36 "PR-B"

C o n s t.

L im it s

K

K P.O.T. 60+00.00 "PR-B"

K

See Line "PR-H" for Additional Details.

All R/W Described from Line "B", Except as Shown.

All Radii are Measured from front face of Curb, Except as Noted.

NOTES:

R /W

R/W

65+00

Mod. Class I Drive Req'd.

W = 15.0'

2.55' LT.

+58.79

G a s L in e E s m t.

(No Curve Run)

� = 00°08'30" LT.

P.I. 65+79.65 "B"

61+00.00 "PR-B"

BEGIN PROJECT

P.I. 65+79.65 "B"

P.O.T. 10+00.00 "H"=

34' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10" &

Str. No. 109

55' of 12" Pipe Req'd.

Mod. Manhole, Type "C-7" &

Str. No. 110A

01.045'.0 LT.

X1

X2

X3

Future Shared-Use Path

Pipe Req'd.

92' of 24" x 38"

Str. No. 100

Future Shared-Use Path

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

29.3 SYS Geotextile for Riprap, 1A

18 TON Class I Riprap, on

T

L

4' -0

L

T

32°16'00" Lt.

.8

1 Pipe End Section Req'.d

23' of 15" Pipe Req'd., &

Mod. Manhole, Type "C-10", Str. No. 102

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

FOR APPROVAL

RECOMMENDED

P:\2022\02347\D. Drawings\.002 Hoover Rd. & 116th St. Roundabout\202202347.002.RD.CD.PRB.01.dgn2/19/2025 2:56:41 PMchessler

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

In d y -P d f.

p lt c fg

CITY OF CARMEL

22-ENG-03

11 42

N/A

N/A

N/A

N/A

N/A

LINE "PR-B"

CONSTRUCTION DETAILS

1"=20'

N/A

CAN

TMJ TMJ

MTH

30' GAS EASEMENT

EX. 6" MP PL

(ALDYL-A)

1949 W 116TH ST

1" PL

LENGTH: 397'

DEPTH AT MAIN: 32"

DEPTH AT SVC: 24"

1995 W 116TH ST

1" PL

LENGTH: 365'

DEPTH AT MAIN: 45"

DEPTH AT SVC: UNK

2020 W 116TH ST

SVC OUT OF

PROJECT SCOPE

1801 W 116TH ST

1/2" PL

LENGTH: 416'

DEPTH AT MAIN: 6'

DEPTH AT SVC: 26"

1913 W 116TH ST

RETIRED 1998

EX. 6" MP PL

(ALDYL-A)

EX. 4" MP PL

VALVE# 28277

DEPTH: 50"

EX. 4" MP PL

PR. 4" MP PL

0-3' OFF ROW

TIE INTO PR.

6" MP PL

REINSTALL SERVICE

RETIRE 6" MP PL (ALDYL-A)

RETIRE VALVE# 28277

RETIRE 4" MP PL

PR. 4" MP

PL

PR 4" MP PL

VALVE

PR UNDERDRAIN CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR UNDERDRAIN

(NOTE: APPROX. 8' BELOW EX GRADE)

PR GRADE CUT CROSSING

INSTALL AT A MINIMUM 4.5'

BELOW PR GRADE

PR SUBGRADE CROSSING

INSTALL WITH MINIMUM 2'

CLEARANCE FROM

BOTTOM OF SUBGRADE

PR. 6" MP PL

77' OFF ROW

PR GRADE CUT CROSSING

INSTALL AT A MINIMUM 4.5'

BELOW PR GRADE

PR STORM CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR STORM

PR STORM CROSSING

INSTALL WITH A MINIMUM 1.5'

CLEARANCE ABOVE PR STORM

PR GRADE CUT CROSSING

INSTALL AT A MINIMUM 3'

BELOW PR GRADE

PR GRADE CUT CROSSING

INSTALL AT A MINIMUM 3'

BELOW PR GRADE

PR UNDERDRAIN CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR UNDERDRAIN

PR WATER CROSSING

INSTALL AT A MAX. 2.0'

ABOVE PR WATER

PR WATER CROSSING

INSTALL AT A MAX. 2.0'

ABOVE PR WATER

WV

H

TF

H

H H H c c m p c

Camera

4" pvc

4" pvc

Fiber Marker

G ra s s

S to n e

Planter Planter

Conc.

Grass

Grass

With Utility Dip

Asphalt

Asphalt Asphalt

Grass

Grass

Asphalt70+00

LEGEND

Full Depth HMA Pavement

(See Typical Sections)

K

X

T PCCP Truck Apron

(See Typical Sections)

C

Curb & Gutter, Concrete, Type II

26 Sodding, Nursery

Roll Curb for Truck Apron

(See City of Carmel Std. 10-25C)

PCCP for Approaches, 6 in., on

Subgrade Treatment Type II

L See Landscape Plans

Straight Concrete Curb Modified

Center Curb, Type D

(See Miscellaneous Details)

Future Curb Ramp, Concrete

(To Be Constructed in Future Project)

28 Raised Pedestrian Crossing

(See Miscellaneous Details)

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 33, T 18 N, R 3 E

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 4, T 17 N, R 3 E

App. Section Line & Line "B"

116th St.

App. Exist. R/W

A p p P .L

& RECREATION BOARD

HAMILTON COUNTY PARK

Lot 44

NEUBAUER, BLAKE LEE

App. Exist. R/W

Lot 45

IRSAY, JAMES STEVEN

H o o v e r R d

TIMOTHY PAUL ET UX.

THOMAN,

CATHODIC PROTECTION FACILITIES

SUBJECT TO EASEMENT FOR

76°16'16"

App. Exist. R/W

Line "PR-B"

C on

st. Lim its

Const. Limits

Const. Limits

52' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 111

& 178' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10"

Str. No. 112

25' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 113

3' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 114

84' of 12" Pipe Req'd.

Manhole, Type "C-4" &

Str. No. 115

36' of 12" Pipe Req'd.

Inlet, Type "E-7" &

Str. No. 116

21' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 117

3' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 118

16' of 12" Pipe Req'd.

Manhole, Type "C-4" &

Str. No. 119

93' of 12" Pipe Req'd.

Manhole, Type "C-4" &

Str. No. 123

To Remain As Is

Str. No. 115A

.0 ' R

T

.0

K

L

App. Exist. R/W

.9

86°18'47"

X3

X2

See Line "PR-H"

Str. No. 203

See Line "PR-H"

Str. No. 201

� Roundabout

L in e "P

R -H

K

P.O.T. 10+00.00 "PR-H"

P.I. 64+74.35 "PR-B" =

App. Exist. R/W

C

N 89°10'38" E

.0 L

T

P.C. 65+86.13 "PR-B"

P.I. 66+36.37 "PR-B"

CURVE DATA

P.I. = 66+36.37 "PR-B"

T = 50.24'

L = 100.14'

R = 500.00'

E = 2.52'

S.E. = N.C.

CURVE DATA

P.I. = 200+13.45 "PATH-2"

T = 13.45'

L = 26.86'

R = 200.00'

E = 0.45'

S.E. = N.C.

P.R.C. 66+86.27 "PR-B"

P.I. 67+96.71 "PR-B"

P.T. 69+05.76 "PR-B"

11.00' RT.

+98.18

11.00' LT.

+86.27

A p p

E x is t.

R /W

1.00' RT.

+04.36

6.95' RT.

+04.89

5.92' RT.

+10.90

6'-0"

K

.0 ' R

T

.0

.0 ' R

T

.0

Const. Limits

.4 ' R

T

.4

.0 R

T

.0 R

T

.0 ' R

T

.0

.0 L

T

See Line "PR-H" for Additional Details.

All R/W Described from Line "B", Except as Shown.

All Radii are Measured from front face of Curb, Except as Noted.

NOTES:

.0 L

T

R/W

R /W

'R

20'R

Mod. Class I Drive Req'd.

W = 26.7'

.0

R/W

R/W

R/W

G a s L in e E s m t.

.0 , 5

.0 ' L

T

69+70.00 "PR-B"

END PROJECT

2' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 121

11.00' LT.

+02.54

11.00' LT.

+05.10

'-9

'-1

Temp. R/W

R /W

R/W

4' of 12" Pipe Req'd.

Inlet, Type "E-7" &

Str. No. 120

.0 .0 L T

18' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10" &

Str. No. 121 + .0 L

T

.0 R

T

3' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10" &

Str. No. 122

2' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 124

.0 L

T

.0 R

T

Future Shared-Use Path

Future Shared-Use Path

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

T

L

T

L

Temp. R/W for Grading

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

FOR APPROVAL

RECOMMENDED

P:\2022\02347\D. Drawings\.002 Hoover Rd. & 116th St. Roundabout\202202347.002.RD.CD.PRB.02.dgn2/19/2025 2:56:43 PMchessler

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

In d y -P d f.

p lt c fg

CITY OF CARMEL

22-ENG-03

12 42

N/A

N/A

N/A

N/A

N/A

LINE "PR-B"

CAN

TMJ TMJ

MTH CONSTRUCTION DETAILS

1"=20'

N/A

30' GAS EASEMENT

EX. 6" MP PL

(ALDYL-A)

1721 W 116TH ST

1" PL

LENGTH: 309'

DEPTH AT MAIN: UNK

DEPTH AT SVC: 28"

1913 W 116TH ST

RETIRED 1998

1706 W 116TH ST

SVC OUT OF

PROJECT SCOPE

SEE PAGE 2 OF 4

RETIRE 6" MP PL (ALDYL-A)

TIE-OVER SERVICE

PR STORM CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR STORM

PR. 6" MP PL

7' OFFSET EX

GAS MAIN

TIE INTO EX.

6" MP PL

PR STORM CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR STORM

PR STORM CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR STORM

PR UNDERDRAIN CROSSING

INSTALL WITH A MINIMUM 2'

CLEARANCE BELOW PR UNDERDRAIN

R

G M

G

H

M B

T

T

W M

T

W V

W M

S T

H

H

H

T F

T F

H

T F

12" rcp

C P T fo rc e m a in

10+00 15+00

LEGEND

Full Depth HMA Pavement

(See Typical Sections)

K

X

T PCCP Truck Apron

(See Typical Sections)

C

Curb & Gutter, Concrete, Type II

26 Sodding, Nursery

Roll Curb for Truck Apron

(See City of Carmel Std. 10-25C)

PCCP for Approaches, 6 in., on

Subgrade Treatment Type II

L See Landscape Plans

Straight Concrete Curb Modified

Center Curb, Type D

(See Miscellaneous Details)

Future Curb Ramp, Concrete

(To Be Constructed in Future Project)

28 Raised Pedestrian Crossing

(See Miscellaneous Details)

Hoover Rd.

th S t.

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 33, T 18 N, R 3 E

HAMILTON COUNTY

CLAY TOWNSHIP

SEC. 4, T 17 N, R 3 E

30.0'

Esmt.

Gas Line

& RECREATION BOARD

HAMILTON COUNTY PARK

TIMOTHY PAUL ET UX.

THOMAN,

IRSAY, JAMES STEVEN

Lot 45

Lot 44

NEUBAUER, BLAKE LEE

App. P.L.

A p p S e c ti o n L in e L in e

B

App. Exist. R/W

App. Exist. R/W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

A p p

E x is t.

R /W

Line "PR-H"

L in e "P

R -B

30.0'

Esmt.

Gas Line

76°16'16"

6' Fence

Vectrin

B ri c k S ig n

C a m e ra p v c p v c

F ib e r

M a rk e r

Asphalt

Grass

Planter

Stone G ra s s

G ra s s

Brick Sign

Grass

Stone

Grass

Grass

Grass

Grass

Asphalt

Asphalt

Asphalt

Grass Planter

G ra s s

W o o d s

A s p h a lt

P la n te r

P la n te r

C o n c

G ra s s

A s p h a lt

A s p h a lt

C o n s t.

L im it s

C o n s t.

L im it s

Co ns t.

L im its

F o rc e M a in

& 46' of 12" Pipe Req'd.

Mod. Manhole, Type "C-10"

Str. No. 200

55' of 12" Pipe Req'd.

Inlet, Type "M-10" &

Str. No. 201

Section Line & Line "H"4 1App.

13+00.00 "PR-H"

END CONSTRUCTION

P.O.T. 10+00.00 "PR-H"

P.O.T. 64+74.35 "PR-B" =

K

L

See Line "PR-B"

Str. No. 110

See Line "PR-B"

Str. No. 109

See Line "PR-B"

Str. No. 111

See Line "PR-B"

Str. No. 112

C

C

25' R

Class I Drive Req'd.

See Line "PR-B"

See Line "PR-B", for Additional Details.

All R/W Described from Line "H", Except as Shown.

All Radii are Measured from front face of Curb, Except as Noted.

NOTES:

C o n s

t. L im its

Const. Limits

� Roundabout

10+71.51 "PR-H"

BEGIN CONSTRUCTION

C la s s I D ri v e R e q 'd

S e e L in e

P R -B

40'-0"

8'-0"

K

K

N

'5 " E

P.I. 63+83.95 "PR-B"

P.R.C. 63+59.36 "PR-B"

P.O.T. 13+83.69 "PR-H"

P.T. 12+83.69 "PR-H"

R/W

R/W

Const. Limits

Const. Limits

R/ W

P.C. 10+25.41 "PR-H"

.0 L

T

P.I. 11+55.68 "PR-H"

'-0

"11.00' RT.

+25.57

151.00' RT.

+31.94

1.00' RT.

+37.99

6.93' RT.

+32.57

6'- 0"

'-9

A p p

E x is t.

R /W

R/W th S t.

App. Exist. R/W

App. Exist. R/W

.0 R

T

11.00' LT.

+83.69

R/W

R/W

P.I. 65+79.65 "B"

P.O.T. 10+00.00 "H"=

(No Curve Run)

� = 00°08'30" LT.

P.I. 65+79.65 "B" P.R.C. 63+59.36 "PR-B"

See Line "PR-B"

Str. No. 110A

X1

X2

X3

Future Shared-Use Path

Future Shared-Use Path

R/W Marker Req'd.

R/W Marker Req'd.

R/W Marker Req'd.

T

4'-0"

L

T

L

30' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 202

.0 L

T

Path

Future Shared-Use

30' of 12" Pipe Req'd.

Inlet, Type "J-10" &

Str. No. 203

17.6 R

T

BRIDGE FILE

DESIGNATION

CONTRACT

SURVEY BOOK

DESIGN ENGINEER DATE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT

of

SHEETS

FOR APPROVAL

RECOMMENDED

P:\2022\02347\D. Drawings\.002 Hoover Rd. & 116th St. Roundabout\202202347.002.RD.CD.PRH.01.dgn2/19/2025 2:56:46 PMchessler

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

In d y -P d f.

p lt c fg

CITY OF CARMEL

22-ENG-03

13 42

N/A

N/A

N/A

N/A

N/A

LINE "PR-H"

1"=20'

N/A

MTHCAN

TMJ TMJ

CONSTRUCTION DETAILS

SEE PAGES 2, 3 OF 4

EX. 4" MP PL

RETIRE 4" MP PL

PR. 4" MP PL

TIE INTO EX.

4" MP PL

PR WATER CROSSING

INSTALL AT A MAX. 2.0'

BELOW PR WATER

Date: 5/15/2025

Utility Relocation Work Plan for: C o m c a s t Facility Type: Telecommunication

3. Location: 116th and Hoover Rd., Carmel, IN

4. Work Type: New Round About construction

5. Letting Date: 7/1/2025

6. Date Work Plan Needed 5/10/2025

1. Designated Contact Name: Brenden Kline

2. Office telephone: 317-417-7322

3. Mobile telephone: 317-417-7322

4. Email address: Brenden_Kline@cable.comcast.com

5. Agency name Comcast

6. Address: 5330 E 65th St

7. City, State, Zip Code: Indianapolis, IN, 46220

8. Construction Emergency Contact:

Name: 1-800-Comcast Number: 1-800-Comcast

C. By signing here, the Utility has determined to the best of their ability that they do not have facilities within

Note: A signature by the utility representative at item “(C)” fulfills the requirement to complete the rest of this mailto:Brenden_Kline@cable.comcast.com

3. Mobile Telephone: 317-285-9459

4. Email Address: jcox@structurepoint.com

5. Agency Name: American Structurepoint Inc.

Section 2: A narrative description of existing facilities within the project limits and any facility relocation that will be

Comcast has coaxial facilities that are located underground and attached to poles owned by others.

Comcast existing coaxial facilities at a minimum of 36 inches will remain in place along the west side of Hoover Rd. crossing under 116th where it will riser back up and remain on poles on the south side of 116th St. Comcast will require our coaxial facilities be supported during excavation.

Aerial facilities on the south side of 116th St will remain in place. Underground lines going under 116th St will be relocated

Comcast will run new aerial line over 116th St on the west side of Hoover Rd and attached to new AES pole once placed. The underground line on the east side of Hoover Rd will be abandoned.

Comcast will run new aerial line over 116th St on the west side of Hoover Rd and attached to new AES pole once placed. The underground line on the east side of Hoover Rd will be abandoned.

F. By signing here, the Utility has determined to the best of their ability that they have facilities within the project area and the facilities are not in conflict with the project based upon the plans received on

Si…