317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 1 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

SHEET NO. 2SHEET NO. 3

SHEET NO. 4

SHEET NO. 5

SHEET NO. 6

SHEET NO. 7 SHEET NO. 8

STATE ROAD 32(PRIMARY ARTERIAL)

TOURNAMENT TRAIL

DITC

H RO

AD(L

OCAL

ROA

D)

GRIS

TMIL

L RO

AD

LEGEND:

N89°29'14"E 639.81'

N00°

09'02

"E 65

9.22'

N89°29'14"E 1320.57'

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

LEGEND:

W

S

N

E

Sheet 2 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

CASE

Y R

OAD

CASE

Y R

OADDITCH

ROAD(LOCAL ROAD)

LANE

N89°20'01"E 1193.37'

S66°47'57"W

100.50'

S72°30'35"W 237.83'

S27°0

0'19"W

245.6

4'

VIEW

POIN

T

S13°

50'15

"W 38

3.60'

DELTA=58°40'22"R=625.00'T=351.25'L=640.02'CH BRG=S43°10'24"WCH LEN=612.42'

Delta

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 3 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

LITTLE EAGLE CREEK

LITTLE EAGLE CREEKEA

GLET

OWN

ROAD

S89°20'01"W 646.50'

S89°46'36"E21.67'

N73°10'14"E137.99'

N52°12'06"E

310.95'

S88°34'42"E 283.05'

N00°

13'24

"E 37

0.52'

N89°29'14"E 639.81'N0

0°13

'24"E

105.4

8'

Delta

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 4 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

S88°34'42"E 283.05'

N00°

13'24

"E 10

30.52

'

LITTLE EAGLE CREEK DRAIN

Delta

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 5 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

CASEY ACRES APARTMENTS

DITC

H RO

AD(L

OCAL

ROA

D)

LITTLE EAGLE CREEK DRAIN

S14°40'34"W 19.06'

S13°

50'21

"W89

.99'

DELTA=4°50'27"R=2060.00'T=87.07'L=174.04'CH BRG=S04°22'35"WCH LEN=173.99'

S13°

50'15

"W 38

3.60'

S05°31'55"W10.38'

S01°

57'22

"W 30

7.72'

DELTA=6°45'29"R=2060.00'T=121.63'L=242.98'CH BRG=S10°27'29"WCH LEN=242.84'

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 6 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

STATE ROAD 32(PRIMARY ARTERIAL)

TOURNAMENT TRAIL

S00°37'12"E35.00'

N00°

09'02

"E 26

4.00'

S89°19'55"W 168.63'

N00°

13'24

"E 10

30.52

'

S88°15'06"W 190.03'

S89°20'01"W 1257.80'

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 7 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

CASEY ACRES APARTMENTS

DITC

H RO

AD(L

OCAL

ROA

D)

STATE ROAD 32(PRIMARY ARTERIAL)

CH LEN=173.99'

DELTA=2°08'10"R=10060.00'T=187.54'L=375.02'CH BRG=S00°53'18"WCH LEN=375.00'

S00°

10'47

"E 19

0.53'

S00°37'12"E35.00'

S43°40'10"W 72.17'

DITC

HRO

AD

TOURNAMENT TRAIL

GRIS

TMIL

L RO

AD

S01°

57'22

"W 30

7.72'

S89°22'48"W 373.68'S88°15'06"W 190.03' S83°36'05"W117.25'

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

W

S

N

E

Sheet 8 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

LEGEND:

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

Sheet 9 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

CURVE TABLECURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

ARC LENGTH

226.19'

148.56'

102.10'

71.95'

123.97'

242.90'

210.49'

183.03'

115.33'

97.21'

235.96'

38.95'

39.27'

318.87'

RADIUS

144.00'

625.00'

2060.00'

2060.00'

10060.00'

544.00'

476.00'

10060.00'

476.00'

476.00'

544.00'

25.00'

25.00'

203.00'

DELTA

90°00'00"

13°37'09"

2°50'23"

2°00'05"

0°42'22"

25°34'59"

25°20'09"

1°02'33"

13°52'56"

11°42'02"

24°51'06"

89°16'07"

90°00'00"

90°00'00"

CHORD BEARING

S44°20'01"W

N65°42'00"E

S05°22'37"W

S02°57'24"W

S01°36'11"W

S76°32'32"W

N76°39'56"E

S00°20'29"W

S82°23'33"W

S69°36'03"W

N76°10'35"E

S43°58'05"W

N45°39'59"W

S44°20'01"W

CHORD DISTANCE

203.65'

148.21'

102.09'

71.95'

123.97'

240.89'

208.77'

183.02'

115.05'

97.04'

234.11'

35.13'

35.36'

287.09'

Source of Title: Instruments #s 2013015842, 2013038100, 2014050077, 2014050079, 20014050081, 2017056244

DESCRIPTION

Part of the Southeast Quarter of Section 33, Township 19 North, Range 3 East of the Second Principal Meridian and part of

the West half of the Southwest Quarter of Section 34, Township 19 North, Range 3 East of the Second Principal Meridian,

Washington Township, Hamilton County, Indiana, described as follows:

Beginning at a point on the west line of said Southeast Quarter South 00 degrees 13 minutes 24 seconds West (assumed

bearing) 1247.07 feet from the Northwest corner of said Southeast Quarter; thence South 89 degrees 46 minutes 36 seconds

East 21.67 feet to a 5/8-inch rebar with yellow cap stamped “Miller Surveying”; thence North 73 degrees 10 minutes 14

seconds East 137.99 feet to a 5/8-inch rebar with yellow cap stamped “Miller Surveying”; thence North 52 degrees 12

minutes 06 seconds East 310.95 feet to a 5/8-inch rebar with yellow cap stamped “Miller Surveying”; thence South 88

degrees 34 minutes 42 seconds East 283.05 feet to a 5/8-inch rebar with yellow cap stamped “Miller Surveying”; thence

North 00 degrees 13 minutes 24 seconds East 370.52 feet to a 5/8-inch rebar with yellow cap stamped “Miller Surveying” on

the north line of the property described in Instrument No. 9207276 in the Office of the Recorder of Hamilton County, Indiana;

thence along said north line North 89 degrees 29 minutes 14 seconds East 639.81 feet to a 5/8-inch rebar with yellow cap

stamped “Miller Surveying” set on the east line of the West half of said Southeast Quarter; thence along said east line North

00 degrees 09 minutes 01 seconds East 659.22 feet to the north line of said Southeast Quarter; thence along said north line

North 89 degrees 29 minutes 14 seconds East 1320.57 feet to the Northwest corner of the Southwest Quarter of said Section

34; thence along the north line of said Southwest Quarter North 89 degrees 20 minutes 01 seconds East 1193.37 feet to the

westerly right of way line of the Ditch Road extension as described in Instrument No. 2014034600 in said Recorder's Office,

the next 12 courses are along said right of way line; 1) thence South 27 degrees 00 minutes 18 seconds West 245.64 feet; 2)

thence South 66 degrees 47 minutes 57 seconds West 100.50 feet; 3) thence South 72 degrees 30 minutes 35 seconds

West 237.83 feet to the point of curvature of a curve concave Southeasterly having a radius of 625.00 feet being subtended

by a long chord having a bearing of South 43 degrees 10 minutes 25 seconds West and a length of 612.41 feet; 4.) Thence

Southwesterly along said curve, through a central angle of 58 degrees 40 minutes 19 seconds, an arc distance of 640.01

feet; 5) thence South 13 degrees 50 minutes 16 seconds West 383.60 feet; 6) thence South 14 degrees 40 minutes 47

seconds West 19.05 feet; 7) thence South 13 degrees 49 minutes 53 seconds West 90.18 feet to the point on a curve

concave easterly having a radius of 2060.28 feet being subtended by a long chord having a bearing of South 10 degrees 27

minutes 42 seconds West and a length of 242.65 feet; 8) thence Southerly along said curve through a central angle of 06

degrees 45 minutes 07 seconds 242.79 feet; 9) thence South 05 degrees 27 minutes 06 seconds West 10.39 feet to a curve

concave easterly having a radius of 2060.00 feet being subtended by a long chord having a bearing of South 04 degrees 50

minutes 26 seconds West and a length of 173.99 feet; 10) thence Southerly along said curve through a central angle of 04

degrees 50 minutes 26 seconds 174.04 feet; 11) thence South 01 degrees 57 minutes 22 seconds West 307.72 feet to the

point of curvature of a curve concave easterly having a radius of 10,060.00 feet and being subtended by a long chord having

a bearing of South 00 degrees 53 minutes 18 seconds West and a length of 375.00 feet; 12) thence Southerly along said

curve through a central angle of 02 degrees 08 minutes 09 seconds, an arc distance of 375.02 feet; 13) thence South 00

degrees 10 minutes 47 seconds East 190.52 feet; 14) thence South 43 degrees 40 minutes 10 seconds West 72.17 feet to

the north line of State Road 32 as described in Instrument No. 2008032205 in said Recorder's Office; thence South 83

degrees 36 minutes 05 seconds West 117.25 feet to the north right of way line of State Road 32 as described in Instrument

No. 2017056244 in said Recorder's Office, the next three courses area long said right of way line; 1) thence South 89

degrees 22 minutes 48 seconds West 373.68 feet; 2) thence South 88 degrees 15 minutes 06 seconds West 190.03 feet; 3)

thence South 00 degrees 37 minutes 12 seconds East 35.00 feet to the south line of said Southeast Quarter; thence along

said south line South 89 degrees 20 minutes 01 seconds West 1257.80 feet to the west line of the parcel described in

Instrument No. 9132480; thence along said west line North 00 degrees 09 minutes 03 seconds East 264.00 feet to a 5/8-inch

rebar; thence South 89 degrees 19 minutes 55 seconds West 168.63 feet to the west line of the parcel described in

Instrument No. 9132479; thence along said west line North 00 degrees 13 24 seconds East 1030.52 feet to a 5/8-inch rebar;

thence South 89 degrees 20 minutes 01 seconds West 646.50 feet to the west line of said Southeast Quarter; thence along

said west line North 00 degrees 13 minutes 24 seconds East 105.48 feet to the place of beginning, containing 133.95 acres,

more or less.

REGISTERED LAND SURVEYOR'S CERTIFICATE

I, Karen Sutton, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of

Indiana:

That this plat correctly represents a survey completed under the direct supervision of Weihe Engineers on June 08, 2018,

Job No. W170420, that all the monuments shown thereon actually exist or bond has been posted to cover the later

installation of these monuments, and that all other requirements specified herein, done by me, have been met.

This subdivision consists of 6 lots, numbered 1 through 6, along with 7 Blocks, numbered 1 through 7, together with street

rights-of-way, all as delineated on the within plat. The size of lots, common areas, easements, and the width of the street

rights-of-way are shown in figures denoting feet and decimal parts thereof.

Certified this 8th day of January, 2019.

_________________________________

Karen L. Sutton, PLS

Indiana Land Surveyor #LS21200013

317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 fax

WEIHEE N G I N E E R SLand Surveying | Civil Engineering

Landscape Architecture

ALLAN H. WEIHE, P.E., L.S. - FOUNDER

10505 N. College AvenueIndianapolis, Indiana 46280weihe.net

This instrument prepared by: Karen SuttonThis instrument prepared for:

TRAVIS MAY

Sheet 10 of 10

GRISTMILL CROSSINGSECONDARY PLAT

PART OF SEC. 33 & 34, T19N, R3EWESTFIELD, HAMILTON COUNTY, INDIANA

STATE OF INDIANA )

) SS:

COUNTY OF MARION )

___________________________________

Notary Public

Printed: ____________________________

Resident of _________________ County, Indiana

My Commission Expires:__________________________________

PLAN COMMISSION CERTIFICATE:

Under authority provided by I.C. 36-7, enacted by the general assembly of the State of Indiana, and all acts amendatory

thereto, and an ordinance adopted by the City Council of the City of Westfield, Hamilton County, Indiana, this plat was

given approval by the Westfield-Washington Township Advisory Plan Commission, as follows:

Approved by the Director of the Economic and Community Development Department of the City of Westfield, Hamilton

County, Indiana, pursuant to the Westfield-Washington Township Unified Development Ordinance, on the ____ day of

______________, 2019.

Westfield-Washington Township Plan Commission

By: _________________________

Matthew S. Skelton Director

Economic and Community Development Department

BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE:

This plat and the acceptance of any public rights-of-way dedicated herein is hereby approved on the ________ day of

_____________, 2019, by the Director of the Public Works Department of the City of Westfield, Indiana, on behalf of the

Board of Public Works and Safety, pursuant to Resolution 15-120 enacted by the Board of Public Works and Safety on

August 26, 2015, and Article 7.4(B) of the Unified Development Ordinance.

________________________________

Jeremy Lollar, Director

Public Works Department

SIGN EASEMENTS

The easements labeled as "Sign Easement" shall be used for the purposes of installing and maintaining monument signs

and associated landscaping for the benefit of non-residential lots within the plat, and in accordance with applicable zoning

ordinances.

DEED OF DEDICATION

We the undersigned owners of the real estate shown and described herein, do hereby certify that we have laid off, platted

and subdivided, and do hereby lay off, plat and subdivide, said real estate in accordance with the within plat.

This subdivision shall be known and designated as GRISTMILL CROSSING, an addition to City of Westfield, Indiana. All

rights-of-way shown and not heretofore dedicated are hereby dedicated to the public. Front building setback lines are

hereby established as shown on this plat, between which lines and the property lines of the street rights of way, there shall

be erected or maintained no building or structure. The foregoing covenants, or restrictions, are to run with the land and

shall be binding on all parties and all persons claiming under them until January 1, 2043, at which time said covenants, or

restrictions, shall be automatically extended for successive periods of ten years unless changed by vote of a majority of

the then owners of the building sites covered by these covenants, or restrictions, in whole or in part. Invalidation of any of

the foregoing covenants, or restrictions, by judgment or court order shall in no way affect any of the other covenants or

restrictions, which shall remain in full force and effect. The right to enforce these provisions by injunction, together with

the right to cause the removal, by due process of law, of any structure or part thereof erected, or maintained in violation

hereof, is hereby dedicated to the public, and reserved to the several owners of the several lots in this subdivision and to

their heirs and assigns.

There are strips of ground as shown on this plat and marked “easement”, reserved for the use of public utilities for the

installation of water and sewer mains, poles, ducts, lines and wires, subject at all times to the proper authorities and to the

easement herein reserved. No permanent or other structures are to be erected or maintained upon said strips of land, but

owners of lots in this subdivision shall take their titles subject to the rights of the public utilities.

This GRISTMILL CROSSING Secondary Plat and all of the real estate, lots and common areas described herein, are

subject in all respects to the Declaration of Covenants and Restrictions for __________ recorded with the Recorder of

Hamilton County, Indiana as Instrument Number __________.

“Owner” GT Property Development, LLC

By: _______________________________________

Travis May - Principal

“Owner” Paul L. Wilfong

By: _______________________________________

Paul. L. Wilfong

Before me, a Notary Public, in and for said County and State, personally appeared Travis May and acknowledged the

execution of this secondary plat, for and on behalf of GT Property Development, LLC this ______ day of

_____________________, 2019.

I affirm, under the penalties for perjury, that I have taken

reasonable care to redact each social security number in this

document, unless required by law. Karen Sutton, PLS

This instrument was prepared by Karen L. Sutton, PLS of

Weihe Engineers, Inc.

“Owner” Eagletown Five, LLC

By: _______________________________________

Ralph L. Wilfong, II

“Owner” Mighty Oaks, LLC

By: _______________________________________

Ralph L. Wilfong, II