22-ENG-15_Construction_Plans_Addendum_2_Added.pdf

PDF 23 MB Posted Mar 28, 2025

Attached to: Clay Center Road Path Construction and Culvert Replacement Project State and local contract opportunity
Solicitation number: 22-ENG-15
Issued by: Hamilton County, Indiana

About this file

Written by GovTribe AI · Jul 1, 2025

This document is a comprehensive set of construction plans and technical specifications for the Clay Center Road Path Construction and Culvert Replacement Project, prepared by the City of Carmel, Indiana, and dated March 7, 2025. The project involves constructing a 10-foot wide multi-use path along the west side of Clay Center Road, extending from Clay Spring Drive to 500 feet north of Brighton Avenue. Key project elements include ditch grading, storm sewer installation, 8 curb ramps, a mid-block pedestrian crossing at Brighton Avenue, and replacement of existing triple 84-inch pipes with a new 64-foot, 19'x7' reinforced coated concrete box structure for Elliott Creek. The project will also include widening pavement over the new structure to provide adequate shoulder and turn-lane taper.

The construction plans detail extensive technical specifications, including precise elevation profiles, geometric tie-ins, maintenance of traffic plans, and utility coordination. The project involves multiple easements and right-of-way considerations across various property owners in the Clay Township of Hamilton County. Notably, the plans include specific requirements for geotextile riprap, concrete surfacing, drainage structures, and landscaping. The project is funded by the City of Carmel and will require coordination with multiple utility providers including Duke Energy, CenterPoint Energy, AT&T, and local water and sewer services. Sealed bids will be accepted until 9:00 am on Wednesday, April 2, 2025, through the City's e-Procurement Portal.

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Other files for this state and local contract opportunity

Other files attached to Clay Center Road Path Construction and Culvert Replacement Project, newest first.
File	Type	Posted
BID_BOND.pdf	PDF	Mar 28, 2025
22-ENG-15_Technical_Specifications_Addendum_2_Added.pdf	PDF	Mar 28, 2025
Clay_Center_Road_Path_Construction_and_Culvert_Replacement_Project_(Addendum_#1_Revision).pdf	PDF	Mar 21, 2025
Exhibit_D_E-Verify-1.PDF	PDF	Mar 7, 2025
PAYMENT_BOND.pdf	PDF	Mar 7, 2025
RIGHT_OF_ENTRY.pdf	PDF	Mar 7, 2025
SCREENSHOT_INSTRUCTIONS_-_FOR_BIDS.pdf	PDF	Mar 7, 2025
WORK_DIRECTIVE_CHANGE.pdf	PDF	Mar 7, 2025
PERFORMANCE_BOND.pdf	PDF	Mar 7, 2025
SAMPLE_AGREEMENT.pdf	PDF	Mar 7, 2025
SUBCONTRACTORS_LIST.pdf	PDF	Mar 7, 2025
FIELD_ORDER.pdf	PDF	Mar 7, 2025
NON_COLLUSION_AFFIDAVIT.pdf	PDF	Mar 7, 2025
CONTRACT_CHANGE_ORDER.pdf	PDF	Mar 7, 2025
CONTRACT_CHANGE_REQUEST.pdf	PDF	Mar 7, 2025
MAINTENANCE_BOND.pdf	PDF	Mar 7, 2025
MANUFACTURERS_LIST.pdf	PDF	Mar 7, 2025
REQUEST_FOR_PROPOSAL_CHANGE.pdf	PDF	Mar 7, 2025
SAMPLE_OF_MOU_FOR_E-VERIFY.pdf	PDF	Mar 7, 2025
6._Comprehensive_Set_of_Technical_Specifications_2021-04-28_(V2.7).docx	DOCX document	Feb 25, 2025

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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:

BEAM, LONGEST AND NEFF

8320 CRAIG STREET

INDIANAPOLIS, INDIANA 46107

(317) 849-5832

DESIGNED: CHECKED:

DRAWN: CHECKED:

P R

C T

N O

-E

N G

-1

C L

A Y

C E

N T

E R

R O

A D

I M

P R

O V

E M

E N

T S

ALEN POTASNIK - MEMBER

BOARD OF PUBLIC WORKS AND SAFETY

JIM BARLOW - MEMBER

LAURA CAMPBELL - PRESIDING OFFICER

APPROVED BY:

03/07/2025

FINAL PLANS

MILES

GRAPHIC SCALES

1.000 0.5

CLAY SPRING DR. TO BRIGHTON AVE.

CITY OF CARMEL

CLAY CTR. RD. PATH & CULVERT REPLACEMENT

PROJECT NO. 22-ENG-15

CITY OF CARMEL STANDARDS;

TONY GREEN

SHANNON MINNAAR

TERESA AYERS

RICH TAYLOR

MATT SNYDER

JEFF WORRELL

ADAM AASEN

CITY COUNCIL MEMBERS

HONORABLE SUE FINKAM, MAYOR

Know what'sbelow.

before you dig.Call

R physically located the underground utilities.

as accurately as possible from information available. The surveyor has not exact location indicated although the surveyor does certify that they are located surveyor further does not warrant that the underground utilities shown are in the utilities comprise all such utilities in the area, either in-service or abandoned. The and existing drawings. The surveyor makes no guarantees that the underground

The underground utilities shown have been located from field survey information NOTE:

APPROVED BY: DATE

BRADLEY PEASE, PE

CITY ENGINEER

RYAN LOCKE

ANITA JOSHI

PROJECT LOCATION

W 116TH ST

T S G

F O

R D R

S R

A N

G E L

E R

L A

Y C

E N

T E

R R

W MAIN ST

H O

O V

E R R

W CITY CENTER DR

SMOKEY ROW RD

W 116TH ST

W MAIN ST

O W

N E R

S P

G M

L R

D S P

G M

L R

O L D M

E R

N S

D A

V E

W 136TH ST

N M

E R

N S

P E

N N

S Y L V

A N

T O

W N

E R

W 136TH ST

W 126TH ST

NA DX EE RL A D RL

E IF

U F

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A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

REVISIONS

UTILITIES GENERAL NOTES INDEX

DRAWINGS INDEXSHEET NO.

REVISEDDATESHEET NO.

1 TITLE

2 INDEX AND GENERAL NOTES

8 CONTROL POINTS

3 - 5 TYPICAL CROSS SECTION

accuracy or completeness of said locations by others, and there is no guarantee of the information (maps and paint marks) supplied

Note: Utility Locations are shown based upon

24 HOURS A DAY 7 DAYS A WEEK

1-800-382-5544 OR CALL 811

INDIANA UNDERGROUND

service two (2) full working days before commencing work.

to excavate without notifying the underground location

Per Indiana State Law IC-8-1-26-16, It is against the law

INDIANA UNDERGROUND PLANT PROTECTION SERVICE, INC.

COMMUNICATION:

Email: ryan.hartman@trico.eco

Ph: 317-844-9200 ext 203

Attn: Ryan Hartman

Zionsville, IN 46077

7236 Mayflower Park Dr

Trico Regional SewerSANITARY:

WATER:

ELECTRIC:

GAS:

Email: Lori.Kemper@metronet.com

Ph: 812-213-1050

Attn: Lori Kemper

Evansville, IN 47715

3701 Communications Way

Metronet email: Byron.Posey@charter.com

Ph: 317-538-2016

Attn: Byron Posey

Indianapolis, IN 46218

3030 Roosevelt Ave.

Charter / Spectrum

Email: bb3525@att.com

Ph: 317-459-4769

Attn: Brad Bailey

Indianapolis, IN 46220

5870 N College Ave

AT&T - Distribution

Email: scook@carmel.in.gov

Attn: Steve Cook

Carmel, IN 46033

760 3rd Ave SW

Carmel Utilities - Water

Email: zach.lewis@duke-energy.com

Ph: 317-951-3265

Attn: Zach Lewis

Noblesville, IN 46062

100 S Mill Creek Rd

Duke Energy

Email: Chad.R.Miller@centerpointenergy.com

Ph: 317-776-5590

Attn: Chad Miller

Noblesville, IN 46061

16000 Allisonville Rd

CenterPoint

INDEX SHEET

9 - 11 GEOMETRIC TIE SHEETS

14 - 27 PLAN AND PROFILE SHEETS - LINE "PR-PATH"

43 - 44 STRUCTURE PLAN SHEETS

LEGEND:

INDOT SUBGRADE TREATMENT TYPE II

6.0" COMPACTED AGGREGATE NO. 53 ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

HMA FOR APPROACHES

PCCP FOR APPROACHES - See Carmel Standard Drawing 10-21A

Transverse Marking, Thermoplastic, Stop Line, White, 24 IN.

Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 IN.

Line, Paint, Solid, Yellow, 6 IN.

Line, Paint, Solid, White, 6 IN.

Mulched Seeding, Type U

Concrete Roll Curb and Gutter, Modified

Curb And Gutter, Concrete, Type II, Modified

Curb and gutter, B, Concrete, Modified

Curb, Concrete

Compacted Aggregate, No. 53

INDOT SUBGRADE TREATMENT TYPE IC

6.0" - 660#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

WIDENING WITH HMA, TYPE B

MILLING, ASPHALT, 1.5"

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

RESURFACING

INDOT SUBGRADE TREATMENT, TYPE IC

6.0" - 660#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

HMA FOR STRUCTURE INSTALLATION, TYPE 'B'

Concrete Sidewalk - See Carmel Standard Drawing 10-18

Multi-Use Path - See Carmel Standard Drawing 10-20

INDOT SUBGRADE TREATMENT TYPE IC

CONCRETE CAP ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

PATCHING FOR CURB NEXT TO EXISTING PAVEMENT - See Carmel Standard Drawing 10-28

28 - 32 CURB RAMP SHEETS

45 - 47 MISCELLANEOUS DETAILS

6 - 7 PLAT #1

N.A.

54 STRUCTURE DATA TABLE

12 - 13 MAINTENANCE OF TRAFFIC

36 - 42 TEMPORARY EROSION CONTROL

48 - 50 SOIL BORINGS

33 - 35 GUARDRAIL DETAILS

55 - 83 CROSS SECTION - LINE "PR-PATH"

51 - 53 MISCELLANEOUS TABLES

Email: bbarr@buckeye.com

Ph: 610-904-4156

Attn: Brian Barr

Allentown, PA 18106

6161 Hamilton Blvd

BuckeyePIPELINE:

16 03/25/2025 Added 6 IN. Reinfoced Concrete for Sewer Main Protection

Revised 03/25/2025: Revision table updated

2 03/25/2025 Revision Table Updated

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

2 833 /2

P lo t:

A M

Model: Index

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

N.A.

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_02_Sht_Index.dgn

NA DX EE RL A D RL

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PE12100878

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

3 83

Model: Typ -1

File:P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_03_Sht_Typical Section.dgn

JAB JJP

RAPRAP

N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

N.A.

22-ENG-15

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

P lo t:

A M

1/4" = 1'

N.A.

12'-0"

Line "X"See Plans for Actual Location

28'-0" (Typ)

Varies Varies

1.5%

1'-0" 10'-0"

1'-0"

TYPICAL MULTI-USE PATH SECTION

Path

Multi-Use

1.5% G

Path

Multi-Use

10'-0"

3:1Max

3:1 Ma x

Existing Pavement

TYPICAL MULTI-USE PATH SECTION

12'-0"

28'-0" (Typ)

See Plans for Actual Location

Varies 10'-0" to 12'-0"

Path

Multi-Use

1'-0"

1.5% G

3:1Max

3:1 Ma x

1.5% G

Path

Multi-Use

10'-0"

2'-8"

TYPICAL CROSS SECTION

INDOT SUBGRADE TREATMENT, TYPE III

GEOGRID, IB ON

6.0" COMPACTED AGGREGATE #53 ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

HMA FOR MULTI-USE PATH CONSISTING OF:

INDOT SUBGRADE TREATMENT TYPE IC

6.0" - 660#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

WIDENING WITH HMA, TYPE B

Saw Cut

LEGEND

3:1Max

Line "X"

13'-4"

P.G

Line "PR-PATH"

P.G

4:1 (Typ.) 6:1 (T yp.)

* Match Existing Cross-Slope

Curb, Concrete

Curb and Gutter, Concrete, Type II, Modified

Curb and Gutter Combined B, Modified

CURB AND GUTTER, B, CONCRETE, MODIFIED

CURB AND GUTTER, CONCRETE, TYPE II, MODIFIED

Mulched Seeding, Type U

12'-0"

Sta. 41+00.00 (X) to Sta. 53+54.70 (X)

Sta. 23+57.28 (X) to Sta. 36+50.47 (X)

Sta. 15+99.82 (X) to Sta. 20+59.82 (X)

Sta. 22+36.61 (X) to Sta. 23+57.28 (X)

TYPICAL MULTI-USE PATH SECTION

Sta. 127+00.45 (PR-PATH) to Sta. 139+55.53 (PR-PATH)

Sta. 109+57.30 (PR-PATH) to Sta. 122+00.00 (PR-PATH)

Sta. 102+00.00 (PR-PATH) to Sta. 106+60.00 (PR-PATH)

12'-0"

TYPICAL MULTI-USE PATH SECTION w/ CURB

Sta. 122+00.00 (PR-PATH) to Sta. 122+50.51 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION w/ TYPE B CURB

Sta. 109+00.00 (PR-PATH) to Sta. 109+51.30 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION w/ TYPE B AND CURB

Sta. 108+36.62 (PR-PATH) to Sta. 109+00.00 (PR-PATH)

Line "PR-PATH"

TYPICAL MULTI-USE PATH SECTION w/ TYPE B CURB AND DITCH

Sta. 109+51.30 (PR-PATH) to Sta. 109+57.30 (PR-PATH)

1'-0" 1'-0" 10'-0"

Path

Multi-Use

1.5% G

Varies Varies

3:1Max

3:1 Ma x

2'-8"

2'-0"8"

2% min.

1'-6"6"

2'-0"

2% min.

2'-0"

CONCRETE ROLL CURB AND GUTTER, MODIFIED

2'-0"

See Carmel Standardard Drawing 10-28

Detail 'A': Installing Curb Adjacent to Existing Pavement

Curb Type Varies

Compacted Aggregate No. 53

Min.

1'-0"

D D = Eixisting Pavement Thickness

INDOT SUBGRADE TREATMENT TYPE IC

CONCRETE CAP ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

PATCHING FOR CURB NEXT TO EXISTING PAVEMENT

Sawcut Existing Pavment and Clean of Debris

Detail 'A'

Varies4:1 (Typ.)

Varies

6:1 (T yp.)

DITCH SODDING

See Seeding & Sodding Summary Table for sodding locations

1'-6"1'-6"

(Notched so root base is flush with existing root base)

Sodding

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

4 83

Model: Typ -2

File:P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_03_Sht_Typical Section.dgn

JAB JJP

RAPRAP

N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

N.A.

22-ENG-15

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

P lo t:

A M

1/4" = 1'

N.A.

12'-0"

Line "X"See Plans for Actual Location

26'-0" (Typ)

1.5%

10'-0"

TYPICAL RESURFACING AND MULTI-USE PATH SECTION

Path

Multi-Use

1.5% G

Path

Multi-Use

10'-0"

Existing Pavement

TYPICAL CROSS SECTION

P.G

2'-0" 10'-6"

1'-0"

2:1

3'-9"

INDOT SUBGRADE TREATMENT, TYPE III

GEOGRID, IB ON

6.0" COMPACTED AGGREGATE #53 ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

HMA FOR MULTI-USE PATH CONSISTING OF:

INDOT SUBGRADE TREATMENT TYPE IC

6.0" - 660#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

WIDENING WITH HMA, TYPE B

Compacted Aggregate, No. 53

LEGEND

MILLING, ASPHALT, 1.5"

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

RESURFACING

Saw Cut

2:1

P.G

Line "PR-PATH"

Varies

Curb and Gutter, Concrete, Type II, Modified

Sta. 40+25.00 (X) to Sta. 41+00.00 (X)

Sta. 38+12.36 (X) to Sta. 39+50.00 (X)

2'-0" Varies

Path

Multi-Use

10'-0"

Path

Multi-Use

10'-0"

1'-0" 1'-0"

Varies Vari es

4:1 (Typ.)

Varies

6:1 (T yp.)

Varies

4'-0"

0'-0" to 12'-0"

3:1Max

3:1 Ma x

3:1Max 17

TYPICAL MULTI-USE PATH SECTION w/ CURB AND GUTTER

Sta. 124+60.00 (PR-PATH) to Sta. 124+79.30 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION w/ TIMBER PEDESTRIAN RAIL

Sta. 124+79.30 (PR-PATH) to Sta. 125+50.01 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION w/ TYPE II CURB AND DITCH

Sta. 126+21.93 (PR-PATH) to Sta. 126+60.00 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION

Sta. 126+60.00 (PR-PATH) to Sta. 127+00.45 (PR-PATH)

P.G

1.5% G

Line "PR-PATH"

P.G

1.5% G

Existing Pavement

TYPICAL WIDENING w/ TIMBER GUARDRAIL SECTION

Sta. 40+25.00 (X) to Sta. 40+70.00 (X)

Sta. 38+55.00 (X) to Sta. 39+50.00 (X)

Mulched Seeding, Type U

Revetment Riprap

Geotextile for Riprap, Type 1A

Revetment Riprap

6'-6"

1'-0"

(See Timber Guardrail Details)

Timber Guardrail, 10 FT Spacing, Req'd Rt.(See Timber Guardrail Details)

Timber Pedestrian Rail, 10 FT Spacing, Req'd Lt.

2'-0"

Line "PR-PATH"

3'-9"

* Match Existing Cross-Slope

3:1Max

3:1 Ma x

Detail 'A'

4'-0" typ.

Line, Paint, Solid, White, 6 IN.

Line, Paint, Solid, Yellow, 6 IN.

SOIL FOUNDATION DETAIL - EMBANKMENT UNDERCUT

Where soft soils are ecountered, remove to a depth of 12" and backfill

Limits of Soft Soils1

B Borr ow Geotextile for Riprap, Type 2A

INDOT SUBGRADE TREATMENT TYPE IC

CONCRETE CAP ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

PATCHING FOR CURB NEXT TO EXISTING PAVEMENT

Detail 'B'

HMA SAFETY EDGE

N.T.S.

2'-0"

30°

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

5 83

Model: Typ -3

File:P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_03_Sht_Typical Section.dgn

JAB JJP

RAPRAP

N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

N.A.

22-ENG-15

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

P lo t:

A M

1/4" = 1'

N.A.

12'-0"

Line "X"

1.5%

10'-0"

Path

Multi-Use

1.5% G

TYPICAL CROSS SECTION

P.G

2'-0" 12'-0"

17 K

2:1

10'-0"

Path

Multi-Use

2:1

3'-9"

2:1

VariesVaries

3'-9"

INDOT SUBGRADE TREATMENT, TYPE IC

6.0" - 660#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON

HMA FOR STRUCTURE INSTALLATION, TYPE 'B'

INDOT SUBGRADE TREATMENT, TYPE III

GEOGRID, IB ON

6.0" COMPACTED AGGREGATE #53 ON

2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON

1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON

HMA FOR MULTI-USE PATH CONSISTING OF:G

LEGEND

Line "PR-PATH"

3'-9"

Compacted Aggregate, No. 53

Saw Cut

Curb and Gutter, Concrete, Type II, Modified

Varies

12'-0" to 3'-0"

TYPICAL FULL DEPTH PAVEMENT AND MULTI-USE PATH SECTION

Sta. 39+50.00 (X) to Sta. 40+25.00 (X)

TYPICAL MULTI-USE PATH SECTION w/ FULL DEPTH PAVEMENT

Sta. 125+50.01 (PR-PATH) to Sta. 125+97.80 (PR-PATH)

TYPICAL MULTI-USE PATH SECTION w/ TYPE II CURB AND DITCH

Sta. 125+97.80 (PR-PATH) to Sta. 126+21.93 (PR-PATH)

P.G.

Line "PR-PATH"

Mulched Seeding, Type U26

Geotextile for Riprap, Type 1A

Revetment Riprap Revetment Riprap

Geotextile for Riprap, Type 2A

(See Timber Guardrail Details)

Timber Pedestrian Rail, 10 FT Spacing, Req'd Lt.

(See Timber Guardrail Details)

Timber Guardrail, 10 FT Spacing, Req'd Rt.

4'-0"

2'-0"

Geotextile for Riprap, Type 1A

Revetment Riprap

Line, Paint, Solid, White, 6 IN.

Line, Paint, Solid, Yellow, 6 IN.

Detail 'B'

App. Ex. R/W (EOP)

App. Ex. R/W

App. Ex. R/WApp. Ex. R/W

A p p E x R

A p p

P l.

A p p

P l.

A p p

P l.

A p p

P l.

A p p

P l.

Lot Line

L o t L in e

Lot Line

L o t L in e

Lot Line

A p p P l.

Lot Line

A p p E x

R /W

A p p E x

R /W

Lot Line

App. Ex. R/W

Lo t Lin e L o t L in e

L o t L in e

L o t

L in e

Lo t Lin e

L o t L in e

Sarah L. Luedtke

David P. &

Wright & Bonita

Ryan & Lara

C L

A Y

S P

G D

Association, Inc.

Homeowners

Clay Springs

Jackson's Grant Homeowners Association, Inc.

Living Trust Obermeier Rebecca S.

Scott M. &

Riley

Kimberly A.

Gary E. &

Nematollahi Machell

Khosrow &

Association, Inc.

Homeowners Clay Springs

Jackson's Grant Homeowners Association, Inc.

Lot Line

H E L F O

R D L

A N

Hartsell

Rachael

Brett &

Simpson Sean Patrick

Megan Wales

Lutz Doris A.

Brian D.

Elsner Mary W.

Stephen E.

Association, Inc.

Homeowners

Claridge Farm

Davis Sarah R.

Douglas C.

Association, Inc.

Homeowners

Claridge Farm

Lease Joanne E.

James E.

Freudenberg Cynthia M.

James A.

Bessolo Barbara

Line "X"

Line "PR-PATH" Line "PR-PATH"

Line "X"

E: 7372234.3458

N: 141283.7191

Line "PR-PATH"

Sta. 100+70.00

BEGIN PROJECT

OPOT 14+00.00 "X", 40' Lt.

PI 100+00.00 "PR-PATH" =

POT 10+00.00 "X"

N00°38'07"W

N00°35'48"W

N00°38'07"W

"PR-PATH"101+60.16PI Sta.

N00°22'18"W

PI Sta. 107+99.35 "PR-PATH" N00°56'01"W

PI Sta. 107+03.27 "PR-PATH"

CLAY CENTER ROAD

F R

E N

Z E

L P

K W

YSKYTAG DR

SKYTAG DR

NORFOLK LN

R/W

Hamilton County

Clay Township

Section 34, T18N, R3E

App. Quater Line

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

6 83

P lo t:

P M

Model: X - Plat 1 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_04_Sht_Plat1.dgn

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STATE OF

03/07/2025

BEGIN TO STA. 35+00.00 "X"

PLAT #1

N.A.

1"=100'

Line "PR-PATH"

Line "X"

App. Ex. R/W

PI Sta. 140+50.83 Line "PR-PATH" =

OPOT 54+50.00 "X", 36.5' Lt.

POT Sta. 56+00.00

Line "X"

PI Sta. 139+20.93

Line "PR-PATH"

PI Sta. 139+55.53

Line "PR-PATH"

PI Sta. 129+77.52

Line "PR-PATH"

PI Sta. 129+42.84

Line "PR-PATH"

PI Sta. 126+67.68

Line "PR-PATH"

PI Sta. 126+07.20

Line "PR-PATH"

PI Sta. 122+83.77

Line "PR-PATH"

PI Sta. 39+88.00

Line "X"

App. Ex. R/W

App. Ex. R/W App. Ex. R/W App. Ex. R/W

App. Ex. R/W (EOP)

R/W

R/W R/WR/W

Temp R/W For Grading

App. Ex. R/W

N00°35'48"W N00°16'45"W N00°39'40"W

N00°39'40"W

Claridge Farm Homeowners

Association, Inc.

James A.

Cynthia M.

Freudenberg

Ryan P. & Sara J. DeVoe

Richard L. & Dianne M.

Beardsley

Chritopher Thomas & Marguerite

Anne Crediford

Steven T.

Heather Allen Hershberger

Beverly E.

Fine

Shauna M.

Heltzel

Dean A.

Traci A.

Kapsalls

Anna Mae Gay

Christian T. & Amie B. Browning

Janice Lunn

Ammar & Mahvish Rahim

Samuel L. & Liliana M.

Rumschlag

Matthew J. Ketcham & Lauren Belt-Ketcham

Thomas B. Roller, Trustee &

Christine L. Roller, Trustee

Clay Corner Homeowners

Association, Inc.

Keith J.

Swedo

Scott M. & Jill H.

Robisch Sally Tassani

Gregory W.

Cheryl L. Curry

CLAY CENTER ROAD

N C

L A

G E

W A

BRIGHTTON LANE

NORTHANTS CIRCLE

B R

H T

O N A

V E

N U

B R

H T

O N C

C L E

E: 737184.1297

N: 145168.2247

Line "PR-PATH"

Sta. 139+55.53

END PROJECT

N00°38'07"WN06°11'31"E N14

°38'

31"W

PI Sta. 124+44.60

Line "PR-PATH"

PI Sta. 125+50.01

Line "PR-PATH"

N09°16'31"E N01°49'23"E

App. Section Line

Section 27, T18N, R3E

Clay Township

Hamilton County

Section 34, T18N, R3E

Clay Township

Hamilton County

Lot Line

Lo t Lin e

A p p P l.

Lot Line

L o t

L in e

L o t

L in e

L o t

L in e

L o t

L in e

L o t L in e

Lot Line Lot Line

L o t

L in e

L o t

L in e

L o t L in e

L o t

L in e

L o t L in e

Lo t Li n e

E lli o tt C re e k

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

7 83

P lo t:

P M

Model: X - Plat 2 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

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PE12100878

STATE OF

03/07/2025

N.A.

1"=100'

STA. 35+00.00 TO END

PLAT #1

CONTROL POINTS

OFFSET 34.73' RT

STA. 10+35.55 LINE "X"

25.35'

26+59.19

RT OFFSET

LINE "X"STA.

34.97'

15+069.29

RT OFFSET

LINE "X"STA. 21+01.33

OFFSET 41.30' RT

LINE "X"STA.

OFFSET 33.18' LT

STA. 31+31.17 LINE "X"

OFFSET 29.59' LT

STA. 37+52.75 LINE "X"

OFFSET 20.37' RT

STA. 40+82.70 LINE "X"

OFFSET 26.79' RT

STA. 48+74.18 LINE "X"

OFFSET 36.11' LT

STA. 53+72.07 LINE "X"

OFFSET 27.69' LT

STA. 55+72.99 LINE "X"

N.T.S.

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

8 83

P lo t:

P M

Model: CP

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

N.A.

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STATE OF

03/07/2025

CONTROL POINT REFERENCES

RANDOM CONTROL P0INT

CAPPED REBAR SET

SW Corner Metal

Fence Post

C la y C en te r R oa d

Center of Sanitary M.H.

A sp ha lt

P at h

AZ 355°

44.72'

AZ 38°

23.37'

AZ 90°

27.37'

Center of Hydrant

RANDOM CONTROL P0INT

C la y C en te r R oa d

A sp ha lt

P at h

Center of Hydrant

School

4" Birch

4" Maple

Asphalt Drive

AZ 78°

16.83'

AZ 156°

39.47'

AZ 262°

61.82'

MAGNAIL w/ WASHER SET

RANDOM CONTROL P0INT

C la y C en te r R oa d

A sp ha lt

P at h

MAGNAIL w/ WASHER SET

Magnail in

PWP

Clay Springs Drive

Ped "X-ING"

Sign

NW Corner

Fence Pillar

AZ 48°

42.56'

AZ 343°

10.23'

AZ 224°

23.45'

RANDOM CONTROL P0INT

C la y C en te r R oa d

A sp ha lt

P at h

MAGNAIL w/ WASHER SET

Bench Tie in PWP

NW Corner

Stone Planter

AZ 271°

3.69'

AZ 195°

11.68'

AZ 129°

20.63'

Frenzel Pkwy Helford Lane

RANDOM CONTROL P0INT

MAGNAIL w/ WASHER SET

C la y C en te r R oa d

SS Center of Sanitary M.H.

Center of Hydrant

NW Corner PVC

Fence Post

AZ 23°

144.43'

AZ 172°

96.30'

AZ 275°

6.93'

C on c.

W al k

RANDOM CONTROL P0INT

MAGNAIL w/ WASHER SET

C la y C en te r R oa d

Claridge Way

Center of Hydrant

Center of Lamp Post

A Z

AZ 109°

51.80'

A Z

RANDOM CONTROL P0INT

CAPPED REBAR SET

C la y C en te r R oa d

Center of

Sanitary M.H.

Bench Tie in PWP

Magnail in

PWP

Elliot Creek

AZ 265°

51.03'

AZ 170°

20.40'

AZ 131°

31.02'

RANDOM CONTROL P0INT

MAGNAIL w/ WASHER SET

C la y C en te r R oa d

Brighton Ave

Center of Lamp Post

AZ 102°

37.70'

AZ 77°

8.20'

AZ 164°

47.84'

Stop

No Soliciting

RANDOM CONTROL P0INT

C la y C en te r R oa d

MAGNAIL w/ WASHER SET

SE Corner PVC

Fence Post

Water Valve W

A sp ha lt

P at h

NE Corner

Wood Fence

Post

AZ 218°

17.86'

AZ 196°

17.59'

AZ 131°

24.52'

RANDOM CONTROL P0INT

C la y C en te r R oa d

MAGNAIL w/ WASHER SET

SE Corner PVC

Fence Post

A sp ha lt

P at h

NE Corner PVC

Fence Post

Bench Tie in PWP

8°

.4 5'

AZ 322°

21.86'

AZ 274°

13.26'

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

9 83

P lo t:

P M

Model: X - Plan [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

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STATE OF

03/07/2025

P O

PI Sta. 10+00.00

Line "X"

N00°38'07"W

N00°38'07"W N00°22'18"W

PI Sta. 101+60.16

Line "PR-PATH"

Δ = 00°15'49"OPOT 14+00.00 "X", 40' Lt.

PI 100+00.00 "PR-PATH" =

Line "X"

Line "PR-PATH"

BEGIN PROJECT

Sta. 100+70.00

Line "PR-PATH"

N: 141283.7191

E: 737224.3458

Line "X" 13+50.00PI Sta.

Line "PR-PATH"

Line "X"N00°38'07"W

N00°22'18"W N00°56'01"W N00°35'48"W

PI Sta. 107+99.35 Line "PR-PATH" Δ = 00°20'13"

PI Sta. 107+03.27 Line "PR-PATH" Δ = 00°33'43"

100+00 TO 114+50

GEOMETRIC TIE-IN

1"=30'

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

10 83

P lo t:

P M

Model: X - Plan-2 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

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STATE OF

03/07/2025

N00°38'07"W

N00°35'48"W N00°16'45"WLine "PR-PATH"

Line "X"

Δ = 00°19'03" Line "PR-PATH"

122+83.77PI Sta.

PI = 126+07.20

Delta = 20°50'02.18" LT

D = 28°38'52.39" R = 200.00' T = 36.77' L = 72.72' E = 3.35'

N14° 38'31

N06°11'31"E

N00°39'40"W N09°16'31"E

N00°39'40"W

N00°38'07"WN00°16'45"W

N00°38'07"W N00°39'40"W Line "X"

Line "PR-PATH"

N00°39'40"W

PI = 129+77.52

Delta = 09°56'10.92" LT

D = 28°38'52.38" R = 200.00' T = 17.39' L = 34.68' E = 0.75'

PI = 129+42.84

Delta = 09°56'10.92" RT

D = 28°38'52.38" R = 200.00' T = 17.39' L = 34.68' E = 0.75'

PI = 126+67.68

Delta = 13°58'50.77" RT

D = 28°38'52.39" R = 200.00' T = 24.52' L = 48.80' E = 1.50'

PI Sta. 39+88.00 Line "X" Δ = 00°01'33"

PI Sta. 126+67.68 Line "PR-PATH"

BEGIN ROAD CONSTRUCTION

Sta. 38+12.36

Line "X"

N: 143626.3786

E: 737238.3684

END ROAD CONSTRUCTION

Sta. 41+00.00 Line "X" N: 143914.0004 E: 737235.1282

Δ = 00°21'22" "PR-PATHLine "

124+44.60PI Sta.

Line "PR-PATH" PI Sta. 125+50.01

Line "PR-PATH" PC Sta. 125+70.43

"PR-PATHLine " PC Sta. 129+25.45

"PR-PATHLine " PI Sta. 129+42.84

Line "PR-PATH" PT Sta. 129+94.82

Line "PR-PATH" PI Sta. 129+77.52

Line "PR-PATH" PRC Sta. 129+60.16

"PR-PATHLine " PT Sta. 126+91.96

"PR-PATHLine " PI Sta. 126+07.20

Line "PR-PATH" PRC Sta. 126+43.16

BEGIN ROAD FULL DEPTH PAVEMENT

Sta. 39+50.00

Line "X"

END ROAD FULL DEPTH PAVEMENT

Sta. 40+25.00

Line "X"

114+50 TO 133+00

GEOMETRIC TIE-IN

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

11 83

P lo t:

P M

Model: X - Plan-4 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

1"=20'

N.A.

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03/07/2025

N01°49'23"EN00°39'40"W

N00°39'40"W

Line "X"

Line "PR-PATH"

OPOT 54+50.00 "X", 36.5' Lt.

POT 140+50.83 "PR-PATH" =

END PROJECT

Sta. 139+55.53

Line "PR-PATH"

N: 145168.2247

E: 737184.1297Δ = 02°29'03" Line "PR-PATH" PI Sta. 139+20.93

Δ = 02°29'03" Line "PR-PATH" PI Sta. 139+55.53

133+00 TO 140+50.83

GEOMETRIC TIE-IN

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

12 83

P lo t:

P M

Model: MOT Detour

File:

JAB

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N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

1"=20'

N.A.

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STATE OF

03/07/2025

W Main St

S ix P o in ts R o a d

C la y C e n te r

R o a d

W 116th St

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

DETOUR PLAN

MAINTENANCE OF TRAFFIC

LEGEND:

Barricade, Type III-B

Detour Route

Construction Sign and Supports

Road Closure Sign Assembly

DETOUR ROUTE MARKER ASSEMBLIES

M6-1(R)

M3-1

M4-8DETOUR

M6-1(L)

M3-1

M4-8DETOUR

M6-3

M4-8DETOUR

END M4-6

M6-1(R)

M4-8DETOUR

M6-1(L)

M4-8DETOUR

M3-3M3-3

M6-3

M4-8DETOUR

END M4-6

E2 F2

CLAY CENTER ROAD M1-6CLAY CENTER ROAD M1-6

CLAY CENTER ROAD M1-6

CLAY CENTER ROAD M1-6CLAY CENTER ROAD M1-6

CLAY CENTER ROAD M1-6

D it c h R o a d

THRNOTHRNO

THUSOTHUSO

A2 B2

XW20-1A

XW20-3-300 FT

XW20-2

DETOUR

AHEAD

CONSTRUCTION

ROAD

AHEAD

DETOUR

Barricades

Type III-B

24' of

Barricades

Type III-B

24' of

DETOUR

C la y C e n te r R d

W Main St

Il li n o is S tr e e t

Jackson Grand Blvd

Frenzel Pkwy

500'500'

K M E1

500'500'

B1 M

Detour Road Marker Assembly

500' 500'

M K

A1B2

DETAIL "A"

N.T.S.

DETAIL "B"

N.T.S.

DETAIL "B"

DETAIL "C"

DETAIL "A"

500'500'

K M E2

MOT SEQUENCE OF OPERATIONS

Phase 1

Center Road.

control devices, and road closure barricades and reopen Clay

Remove detour route markers, advance warning signs, traffic 3.

outfall of Str. No. 105 and the drainage structures and pipes from Str. No. 106 to the

42+82 Line "X". Construct the drive at station 42+82 Line "X" path section between N Claridge Way and the drive at station

Construct the proposed 19' x 7' box, roadway pavement, and 2.

via Spring Mill Road.

38+00 Line "X" to 43+00 Line "X". Local traffic will be detoured

Phase 1 closure of Clay Center Road from approximately station control devices, and road closure barricades associated with the

Install detour route markers, advance warning signs, traffic 1.

Phase 2

Remove advance warning signs and traffic control devices.3.

road approaches. See Flagger Operation Detail.

Construct proposed path in sections between drives and public 2.

Maintain two-way, one-lane traffic using flaggers.

Install advance warning signs and traffic control devices. 1.

For Detail "C", see next sheet.

Channelization devices shall be spaced 25 ft on a taper section and 50 ft on a tangent section.

Tempoarary stone ramps for driveways may be necessary.

Access to all drives shall be maintained at all times. Half at a time construction shall be used as necessary.

Notes:

Area Under Construction

300 FT

CLOSED

ROAD

w/ Type "B" Lights

R11-4 w/ Type "B" Lights

R11-4

XM4-10(R)

XM4-10(L)

THRNO M3-1

M3-1THRNO

M3-3THUSO

C la y C e n te r R d

W 116th St

W Main St

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

13 83

P lo t:

P M

Model: MOT Detour

File:

JAB

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N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

1"=20'

N.A.

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_06_Sht_MOT_Detour_02.dgn

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STATE OF

03/07/2025

C la y C e n te r

R o a d

DETAILS

MAINTENANCE OF TRAFFIC

Barricade, Type III-A

Barricade, Type III-B

Construction Sign and Supports

Road Closure Sign Assembly

N Claridge Way

Area Under Construction

W Main Street

W 116th Street

K w/ Type "B" Lights

R11-2

24' of Barricade Type III-A

DETAIL "C"

w/ Type "B" Lights

R11-2

A re a U n d e r

C o n s tr u c ti o n

Y P

(If Applicable)

CONSTRUCT DRIVE

11'11'

XW20-7A

W16-2 500

1 2

Flagger

11'11'

Flagger

Channelization Device

LEGEND:

TYPICAL CONSTRUCTION SECTION

FLAGGER OPERATION DETAIL

Area Under Construction

2 2

10' Travel Lane

Shldr.

Area Under Construction

Shldr.

LClay Center Rd C

Line "X"

XW20-4

AHEAD

CONSTRUCTION

ROAD

XW20-1A

AHEAD

CONSTRUCTION

ROAD

XW20-3-300 FT

300 FT

CLOSED

ROAD

M O

W V

G P S

W V

T R

W W

T F

G A S

F C

' D ri v e-co m m er ci al

' S ig n -s in g le p o st s to p

' D ri v e-co m m er ci al

' S ig n -d b l p o st i n fo

' D ri v e-co m m er ci al

' M o n

' T re e d ec id u o u s h ic k o ry

' T re e d ec id u o u s c h er ry

' T re e d ec id u o u s o ak

.1 ' T re e d ec id u o u s r ed b u d

' T re e d ec id u o u s r ed b u d

' W at er s h u to ff

' H an d h o le

' D ra in ag e p ip e p v c

' S ig n -s in g le p o st p ed es tr ia n

' D ra in ag e p ip e p v c

' P o le -p o w er

' A n ch o r fo r g u y r o p e

' P ro p -E le c.

al B o x

' P o le

-j o in t p o w er /T el

.6 ' R is er

-T el

' M o n

' W at er s h u to ff

' S ig n -s in g le p o st e n d s ch o o l zo n e

' P o le

-j o in t p o w er /T el

' G ro u n d l ig h t

.7 ' P o le

-T el

' A n ch o r fo r g u y r o p e

' G ro u n d l ig h t

' D ra in ag e p ip e d ir ec ti o n

' D ra in ag e p ip e r cp

' M an h o le -T el

' T re e co n if er o u s c ed ar

' T re e d ec id u o u s w al n u t

' B u sh

' T re e d ec id u o u s w al n u t

.2 1, 3.

' P

W E

L V

.2 3, 0.

' P

W E

L V

' B u sh

' G ro u n d l ig h t

' S p ri n k le r h ea d

' S ig n -s in g le p o st p ed es tr ia n

' W at er s h u to ff

' P ri v at e la m p p o st

' S ig n

-s in g le p o st s to p

' W at er s h u to ff

' P ri v at e la m p p o st

' S p ri n k le r h ea d

' M an h o le -T el

' G ro u n d l ig h t

' B u sh

' S p ri n k le r h ea d

' T re e d ec id u o u s l o cu st

' T re e co n if er o u s p in e

N00°38'07"W

N00°38'07"W N00°22'18"W

101+60.16PI Sta.

CP#101

C L

A Y

S P

G S

D R

15' Drainage & Utility Easement 15' Drainage & Utility Easement

Clay Springs Homeowners Association, Inc.

Ryan & Lara Wright and Bonita Wright

' D ra in a g e U tility

E a s e m e n t

' D ra in a g e U tility

E a s e m e n t

Jackson's Grant Homeowners Association, Inc.

10' Utility Easement

App. Ex. R/W App. Ex. R/W

App. Ex. R/W

App. Ex. Easement

A p p E x R

A p p

P l.

A p p

P l.

App. Ex. R/W (EOP)

David P. & Sarah L. Luedtke

BLACKTOP

CONC. CONC.

BLACKTOPCLAY CENTER ROAD

G G

OPOT 14+00.00 "X", 40' Rt.

POT 100+00.00 "PR-PATH" =

GRASS

Str. No. 301

Const. Limits

See Curb Ramp Details

+35.0 "X" Public Road Approach Lt.

Hamilton County

Clay Township

Section 34, T18N, R3E

App. Quarter Line

E: 737224.3458

N: 141283.7191

Line "PR-PATH"

Sta. 100+70.00

BEGIN PROJECT

Location to be determined in by the owner in the field.

Relocate Light Pole

Adjust Valve to Grade

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

14 83

P lo t:

P M

Model: PR-PATH - Plan 2-2 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

1"=20'

N.A.

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_07_Sht_Plan_Profile.dgn

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

STA. 100+00 TO 104+00 "PR-PATH"

PLAN

All Sta./offsets are called out from Line "PR-PATH".

All Right-Of-Way called out from Line "X".

All Topo Notes are called out from Line "X".

See Index Sheet for Legend.

See Sheet No. 6 for Control Point information.

Line "PR-PATH" To Be Constructed.

Note:

Line "PR-PATH"

Line "X"

M A

T C

H L

S T

R -P

A T

98+00 99+00 100+00 101+00 102+00 103+00 104+00

820 820

830 830

840 840

850 850

860 860

870 870

880 880

890 890

900 900

910 910

Existing Ground Profile Along "PR-PATH" Proposed Profile Along "PR-PATH"

(Plotted 10' Below Datum)

Proposed Ditch Profile Rt.

100'VC =

871.25Elev. =

102+70.00PVI Sta. =

-1.94%

-0.85%

El. 871.84

+00.00

El. 871.92

+73.55

Begin Profile

Sta. 102+00.00

Elev. 872.61Detail Sheets See Curb Ramp

.0 Detail Sheets

See Curb Ramp

BEGIN PROJECT

Sta. 100+70.00

Line "PR-PATH"

N: 141283.7145

E: 737224.9292

-0.30%

-1.38%

90.5 Sys Sodding Req'd. Rt.

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

15 83

P lo t:

P M

Model: PR-PATH - Plan 2-1-3 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_07_Sht_Plan_Profile.dgn

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

STA. 100+00 TO 104+00 "PR-PATH"

PROFILE

1"=20'

1"=5'

W V

M O

T R

S T

S S

M O

W V

T T

S S

W V

M O

G P S

M O

B M

W V

G V

W M

' W at er s h u to ff

' R ip ra p

' D ra in ag e p ip e r cp

' R ip ra p

' P o le

-j o in t p o w er /T el

' M an h o le -T el

' W at er s h u to ff

' M an h o le -T el

' P o le -j o in t p o w er /T el

' A n ch o r fo r g u y r o p e

' M o n

' S ig n -s in g le p o st s to p

' P o le

-j o in t p o w er /T el

' W at er s h u to ff

' M o n

' D ra in ag e p ip e r cp

' S ig n -s in g le p o st m p h

' P o le

-j o in t p o w er /T el

' T re e co n if er o u s p in e

' M an h o le

-s ew er

' D ra in ag e p ip e r cp

' T re e d ec id u o u s l o cu st

' D ra in ag e p ip e r cp

' T re e co n if er o u s p in e

' R ip ra p

' D ra in ag e p ip e r cp

' T re e d ec id u o u s l o cu st

' R is er

-T el

' S ig n -s in g le p o st m p h

' T re e co n if er o u s p in e

' P o st

' T re e d ec id u o u s l o cu st

' T re e co n if er o u s p in e

' M o n

' M an h o le -T el

' W at er s h u to ff

' F ir e h y d ra n t

' M an h o le

-E le c.

' P o le

-l ig h t

' B u sh

' G ro u n d l ig h t

' T re e co n if er o u s p in e

' S p ri n k le r h ea d

' B u sh

' P ri v at e la m p p o st

' W at er s h u to ff

' S ig n -s in g le p o st s to p

.8 .1

W S O U

' G as s h u to ff

' M et er

-w at er .2 .1 P ri va te l a m p p o st

' S p ri n k le r h ea d

.4 T re e c o n if e ro u s p in e

.3 9, 6.

' E

P C

C G

' G ro u n d l ig h t

' I n le t-d ro p

.1 .4 T re e c o n if e ro u s p in e

' M an h o le

-s ew er

.7 .2 T re e d e ci d u o u s m a p le

.4 .1 T re e d e ci d u o u s m a p le

.8 .3 T re e d e ci d u o u s a p p le

.2 .1 T re e d e ci d u o u s b a ss w o o d

.6 .4 T re e d e ci d u o u s m a p le

.9 .9 T re e d e ci d u o u s e lm

N00°38'07"W

N00°56'01"W N00°35'48"W

PI Sta. 107+99.35

CP#102

BLACKTOP

CONC. CONC.

CLAY CENTER ROAD

BLACKTOP

App. Ex. R/W

A p p

P l.

L o t

L in e

A p p

L o t

L in e

' D ra in a g e , U tility

L a k e M a in te n a n c e E a s e m e n t

' D ra in a g e , U tility

S e w e r E a s e m e n t

' D ra in a g e U tility

E a s e m e n t

' D ra in a g e , U tility

S e w e r E a s e m e n t

L a k e A c c e s s

D ra in a g e

U ti li ty S e w e r

E a s e m e n t

F R

E N

Z E L P

A R

K W

A Y

5' Non-Access Easement

App. Ex. R/W App. Ex. R/W

BLACKTOP BLACKTOP

BLACKTOP

Jackson's Grant Homeowners Association, Inc.

Sign, Landscape, Utility & Pedestrian Path Easement

Gary E. & Kimberly A. Riley Claridge Farm

Homeowners

Association, Inc.

H E

L F

O R

D L

A N

15' Drainage, Utility & Sewer Easement

Landscape, Drainage, Utility & Sewer Easement

Lot Line

G G

Khosrow & Machell Nematollahi

302Str. No.

401Str. No.

15' Drainage & Utility Easement

Str. No. 402

303Str. No.

304Str. No.

403Str. No.

Const. Limits

+50.0 "X" Public Road Approach Lt.

See Curb Ramp Details See Curb Ramp Details

PI Sta. 107+03.27

Str. No. 101

R/ W

40.21' (Ex. R/W)

+80.00 "X"

59.55' (Ex. R/W)

+02.00 "X"

60.00' (Ex. R/W)

+00.37 "X" 60.00'

+15.50 "X"

40.19' (Ex. R/W)

+15.50 "X"

R /W

TBM #2

3 Tons Revetment Riprap on

8 Sys. Geotextile for Riprap

Type 1A Req'd.

61 Tons Revetment Riprap on

105 Sys. Geotextile for Riprap

Type 1A Req'd.

Section 34, T18N, R3E

Clay Township

Hamilton County

Do Not Disturb

Telecom Pedestal, Location to be determined by the owner in the field.

Remove, Replace, & Relocate Fire Hydrant

Do Not Disturb

Landscape Light Pole, .0

Do Not Disturb

Landscape Light Pole, Adjust Valve to Grade

5G Small Cell Tower

Adjust Valve to Grade

16 Sys. 6 IN. Reinforced Concrete for Sewer Main Protection

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

PROJECT

BRIDGE FILE

CITY OF CARMEL

16 833 /2

P lo t:

A M

Model: PR-PATH - Plan 3-2 [Sheet]

File:

JAB

SAD SAD

JJP

N.A.

22-ENG-15N.A.

ELECTRONIC

VERTICAL SCALE

HORIZONTAL SCALE

1"=20'

N.A.

P:\230030-Clay Center Rd MultiUse Path & Culvert\09Road\04 Design files\02 DGN\Plans\2300030_07_Sht_Plan_Profile.dgn

NA DX EE RL A D RL

E IF

U F

IM L

A L

P R R

E NIS GS NIO E N LA

TESI RG EE D

IN AD NIA

PE12100878

STATE OF

03/07/2025

STA. 104+00 TO 110+00 "PR-PATH"

PLAN

All Sta./offsets are called out from Line "PR-PATH".

All Right-Of-Way called out from Line "X".

All Topo Notes are called out from Line "X".

See Index Sheet for Legend.

See Sheet No. 6 for Control Point information.

Line "PR-PATH" To Be Constructed.

Note:

Revised 03/25/2025: Added reinforced concrete for sewer main protection

Line "X"

Line "PR-PATH"

M A

T C

H L

S T

R -P

A T

M A

T C

H L

S T

R -P

A T

104+00 105+00 106+00 107+00 108+00 109+00 110+00

830 830

840 840

850 850

860 860

870 870

880 880

890 890

900 900

910 910

Existing Ground Profile Along "PR-PATH"

Proposed Profile Along "PR-PATH"

100'VC =

869.72Elev. =

104+50.95PVI Sta. =

-0.85% +0.11% -0.54%

El. 869.80

+81.38

El. 868.25

+20.00

El. 866.25

+00.00

El. 866.25

+90.00

El. 868.10

+71.50

El. 869.74

+75.00

El. 870.10

+51.30

(Plotted 10' Below Datum)

Proposed Ditch Profile Rt.

Profile Determined by Edge of Pavement in this Area

See Curb Ramp Details

-1.50%-1.50% -0.49%

DS INV. EL. 867.90

US INV. EL. 868.61

US INV. EL. 866.25

El. 869.96 El. 870.53

-1.38% -10.00%

+0.00%

+1 0.0

0% +0.96%