CP#525

Arc AAFTWIN001, LLCDoc.#2013017164

Alle

n C

ount

y, In

dian

aD

oc.#

72-0

4972

Forest Avenue (50'R/W)

Lowe's Home Centers, LLCDoc.#2014006721

Lowe's Home Centers, LLCDoc.#2014006721

HofmannDoc.#990028957

KingDoc.#2011020447

Hoogland, Kording,Williams Company, LLC

Doc.#2009047803

Myanmar IndigenousChristian Church, Inc.

Doc.#2013040885

E. State Blvd.

Lave

rn A

venu

e

Advanced Auto Parts

Family Video

1-StoryCommercial

Building

6"PVC

18"P

VC6"PVC

54"RCP

54"R

CP27

"RCP

15"RCP

27"R

CP

27"RCP

18"PVC

N03°01'58"W25.00'D.&C.

N03

°01'

58"W

~ 1

64.5

0'D

.&C

.

CP#501

4"RCP

4.628 Acres

Alle

n C

ount

y, In

dian

aD

oc.#

72-0

4972

8"PV

C

24"RCPI.E.:777.61'NE.

Point of Beginning

CP#505

CP#504

CP#502

CP#503

TBM#7778

TBM#7777

TBM#7779

Round Inlet (Typ.)Rim:783.85'

I.E.:780.35'S.I.E>:781.03'NE.

Rim:784.05'I.E.:777.07'NW.

I.E.:776.83'N.I.E.:776.73'NE.

Manhole (Typ.)Rim:780.63'

I.E.:757.04'S.

Rim:781.44'I.E.:777.88'SE.

Rim:783.22'I.E.:773.86'S.

I.E.:774.00'SE.I.E.:773.62'N.

Rim:781.14'I.E.:774.99'S.

I.E.:774.94'W.

Manhole (Typ.)Rim:782.45'

Rim:781.74'I.E.:772.44'S.I.E.:765.1'± Bottom

Curb CastInlet (Typ.)Rim:783.20'I.E.:779.65'NE.

Rim

:782

.54'

I.E.:7

80.7

9'W

.I.E

.:778

.34'

E.

Rim:785.01'I.E.:780.55'N.

I.E.:7800.55'S.

Rim:786.74'Full of Waterand Seweage

Rim:783.84'I.E.:779.64'S.

Rim:785.29'I.E.:774.75'W.I.E.:778.13'N.I.E.:774.45'S.

Rim:788.62'I.E.:772.67'N.I.E.:772.67'E.

Rim:781.67'I.E.:770.57'W.I.E.:765.27'S.I.E.:765.27'NE.

Rim:785.82'I.E.:779.07'E.I.E.:779.07'S.

Rim:785.40'I.E.:778.60'N.I.E.:778.50'SW.I.E.:779.25'E.

N86°59'14"E ~ 140.00'D.&M.

S03°

01'5

8"E

~ 19

0.00

'D.&

C.

S87°13'38"W ~ 115.50'D.&C.

S86°59'14"W ~ 165.00'D.&C.

S86°59'14"W ~ 177.50'D.&C.

N03

°01'

58"W

~ 2

75.0

0'D

.&C

.

N03

°01'

58"W

~ 1

90.0

0'D

.&C

.

N86°59'14"E ~ 140.50'D.&C.

N86°59'14"E ~ 177.50'D.&C.

S03°

01'5

8"E

~ 46

4.98

'C. ~

464

.5'D

.

Fieldwork Completed:

Drawing Name:

BPJDate:

Drawn By:

Survey Number:

REVISIONS Project Description04/24/2020

17124378April 30th, 2020 17124378_2020.dwg

Pt. Lots # 26, 27 & 28 - Feichter's Gardenview Add.4.628 Acres - Allen County, Indiana

3710 E. State Blvd, Fort WayneTopographic / IAC Title 865 Boundary Survey

For: Keller DevelopmentApproved By: BRM

Page 1 of 1Miller Land Surveying, Inc.

Precision and Professionalism is where we draw the line.Robert J. Marucci, PS No.LS20400028

Brett R. Miller, PS No.LS20300059221 Tower Drive

Phone: (260) 692-6166Monroe, IN 46772

Corporate Office

www.mlswebsite.us10060 Bent Creek Blvd.

Phone: (260) 489-8571Fort Wayne, IN 46825

Fort Wayne Office

POB - Point of Beginning M. - Measured R. - Record C. - Calculated

- Right of Way (R/W) - Building Setback Line

- Center Line

D. - Deed

A = 5/8"Steel Rebar w/"Anderson" id. Cap Found (Flush)B = Broken PK Nail Found (Flush/No History)C = Railroad Spike Found 0.36' E of Actual (Flush/No History)D = 5/8"Steel Rebar w/"Tazian" id. Cap Found 0.44' E of Actual (-0.2')E = 5/8"Steel Rebar w/"C&D" id. Cap Found 0.84' E of Actual (Flush)F = 5/8"Steel Rebar w/"C&D" id. Cap Found 0.95' E of Actual (-0.5')G = 5/8"Steel Rebar w/"Anderson" id. Cap Found 0.20' S & 0.93' E of Actual (Flush)H = 1/2"Steel Rebar Found 0.45' E & 0.27' N of Actual (Flush/No History)I = 1/2"Steel Rebar Found 0.17' W of Actual (Flush/No History)J = 1"Pinched Pipe Found 0.13 'W & 0.56' N of Actual (+0.2'/No History)K = 5/8"Steel Rebar w/"Anderson" id. Cap Found (-0.5')L = Chiseled "X" Found 0.27' W of ActualM = Chiseled "X" Found 0.27' W of ActualN = 5/8"Steel Rebar Found (+1.0/No History)O = PK Nail Found 2.74' E of Actual on Line (Flush/No History)P = 1/2"Steel Rebar Found (-0.2'/No History)Q = 1/2"Steel Rebar Found on Line (-0.2'/No History)R = 3/4"Steel Rebar Found 0.74' E (-0.3'/No History)S = 5/8"Steel Rebar Found 0.33'E & 0.75' N (-0.2'/No History)T = 5/8"Steel Rebar w/"Tazian" id. Cap Found (-0.5')U = 5/8"Steel Rebar w/"Sauer" id. Cap Found 0.18' N of Actual (Flush)

Anderson Surveying, Inc.Survey No. 13-07-110

Date: May 24, 2013

Miller Land SurveyingSurvey No.17124378

Date: January 15, 2018

Reference Survey

This property is within Zone "X" (areas determined to be outside the 0.2% annual chance floodplain) as defined by theFIRM (Flood Insurance Rate Map) for the City of Fort Wayne, Indiana, Community No.180003, Panel No.0305G, datedAugust 3, 2009.

A part of Lots Numbered 26, 27 and 28 in Feichter's Gardenview Addition to the City of Fort Wayne, Indiana as recorded inPlat Book 7A, page 3 in the Office of the Recorder of Allen County, Indiana. The subject tract of land being moreparticularly defined as follows: Beginning at a point on the South right-of-way line of East State Boulevard, said point beingsituated 49.5 feet East and 10 feet South of the Northwest corner of Lot #27 in Feichter's Gardenview Addition; thenceSouth 89 degrees 58 minutes 48 seconds East (assumed) along the South right-of-way line of East State Boulevard, saidright-of-way line being established by dedication in instrument recorded as Document Number 72-01384, a distance of 140.0feet to the Northwest corner of a parcel of land conveyed to Franchise Realty Corporation by deed recorded as DocumentNumber 71-19737 in Office of the Recorder; thence along the West and South boundary of the said Franchise Realty Parcelby the following 2 (two) courses; South 00 degrees 00 minutes 00 seconds West along a line parallel with and 140.5 feetWest of the East line of Lot #26 in Feichter's Gardenview Addition, a distance of 190.0 feet; thence South 89 degrees 58minutes 48 seconds West a distance of 115.5 feet to a point on the East boundary line of Harris Court Addition to the City ofFort Wayne, Indiana; thence North 00 degrees 00 minutes 00 seconds East along the said East boundary a distance of 25.0feet to a point on the North right-of-way line of Forest Avenue; thence North 89 degrees 58 minutes 48 seconds West alongthe said North right-of-way line a distance of 165.0 feet to a point situated 182.5 feet East of the East right-of-way line ofLaVerne Avenue; thence leaving the North right-of-way of Forest Avenue and proceeding North 00 degrees 00 minutes 00seconds East and parallel with the East right-of-way line of LaVerne Avenue a distance of 164.5 feet; thence North 89degrees 58 minutes 48 seconds West along a line parallel with the North right-of-way line of Forest Avenue a distance of177.5 feet to a point on the East right-of-way line of LaVerne Avenue as established by right-of-way grant dated February 6,1972 and recorded as Document #72-04972 in Office of Recorder, said right-of-way being situated 37 feet East of the Westline of Lot #28 in Feichter's Gardenview Addition; thence North 00 degrees 00 minutes 00 seconds East along the said Eastright-of-way line a distance of 275.0 feet to a point situated 200.0 feet South of the said Lot #28; thence leaving the Eastright-of-way of LaVerne Avenue South 89 degrees 58 minutes 48 seconds East along a line parallel with the North line ofLots #28 and #27 a distance of 177.5 feet; thence North 00 degrees 00 minutes 00 seconds East a distance of 190.0 feet tothe point of beginning, containing 4.63 acres more or less and subject to a non-exclusive perpetual easement for ingress andegress over the following described real estates.

Beginning at a point on the South right-of-way line of East State Boulevard and 24.5 feet Wat of the West line of Lot #26 inFeichter's Gardenview Addition; thence South and parallel to the West line of said Lot #26 a distance of 200 feet; thenceWest and parallel to the South right-of-way line of East State Boulevard, a distance of 54 feet; thence North and parallel tothe West line of said Lot #26 a distance of 200 feet to a point on the South right-of-way line of East State Boulevard; thenceEast along the said right-of-way line a distance of 54 feet to the point of beginning, containing 0.248 acres, more or less.

Together with an easement for the installation, maintenance, operation and repair for sewer purposes over and along Part ofLot #26, Lot #27 and Lot #28 in Feichter's Gardenview Addition as recorded in Plat Book #7A, page 3 in the Office of theRecorder of Allen County, Indiana, more particularly described as follows:

Commencing at point on the South right-of-way line of East State Boulevard, said point being 182.5 feet East of the Eastright-of-way line of LaVerne Avenue, said point also being 10 feet South of the original North line of Lot #27 in Feichter'sGardenview Addition as recorded in Plat Book #7A, page 3 in the Office of the Recorder of Allen County, Indiana and beingnow on the existing North line of said Lot #27; 49.5 feet East of the Northwest corner of Lot #27; thence East along theSouth right-of-way line of East State Boulevard and along the existing North line of Lot #27 and Lot #26 a distance of 66feet; thence South with a deflection angle to the right of 90 degrees, 04 minutes, and parallel to the East line of Lot #26 inFeitcher's Gardenview Addition a distance of 20 feet; thence East and parallel to the South right-of-way line of East StateBoulevard a distance of 20 feet to a point parallel to the East line of said Lot #26; thence North and parallel to the East lineof Lot #26 a distance of 20 feet to a point located on the South line of East State Boulevard; thence West along said line 20feet; together with 7 feet each side of a line beginning 10 feet North of the South line of East State Boulevard on the Westline of the 54 foot easement granted herein to the Grantee and terminating 86 feet South of the South line of East StateBoulevard on the East line of the 54 foot easement granted herein and all other easements of record

PURPOSE OF SURVEY:The purpose of this survey was to retrace an existing tract as described in Document Number 2013040885 in the Office of theRecorder of Allen County, Indiana.

In accordance with Title 865, Article 1, Rule 12, Section 1 through 30 of the Indiana Administrative Code, the above theory oflocation was based up the following opinions and observations a result of uncertainties in lines and corners because of thefollowing:

A) AVAILABILITY AND CONDITION OF REFERENCE MONUMENTSThe monuments found are shown on the survey and listed on the survey under monument legend.

B) OCCUPATION OR POSSESSION LINESThere were no uncertainties based on visual inspection of occupation or possession lines.

- There is a stone drive along the South (177.50 feet) line of the subject tract that lies 6.0 feet North, more or less, at theWest end and 5.4 feet North, more or less, at the East end.

C) CLARITY OR AMBIGUITY OF DESCRIPTIONSThere were ambiguities found within the descriptions used for the survey. Documents used include:1) Plat of J.H. Feichter's Gardenview Addition2) Document Numbers 2013040885, 2011020447, 990028957, 2014006721, 2013017164, 2009047803, and 72-049723) Survey completed by Anderson Surveying, Inc. as Survey Number 13-07-110 on May 24, 2013

D) THEORETICAL UNCERTAINTY OF THE MEASUREMENTSBased on the use of the property (commercial property, industrial property, condominiums, townhouses, apartments, multiunitdevelopments-- single family residential subdivision lots--real estate lying in rural areas) the acceptable relative positionalaccuracy is suburban survey 0.13 feet (40 millimeters) plus 100 ppm.

THEORY OF LOCATION:The North (140.00 feet) line of the subject tract was established per the Monuments “A”, “B”, “N”, and “O”. The East (190.00feet) line of the subject tract was established per Monument “B” along with an interior deed angle from the last described Northline of 90 degrees 1 minute 12 seconds. The South (115.50 feet) line of the subject tract was established per a deed distance of25.00 feet from the Northeast corner of Forest Avenue along with Monument “E'. The remaining lines of the subject tract wereestablished per deed distances and angles.

This survey is valid only with original signature and seal, full payment of invoice, and complete with all pages of survey. Theinformation shown on the survey documents is intended for this transaction only as dated on said survey documents. Any reusewithout written verification and adaptation by the land surveyor for the specific purpose intended will be at the users' sole riskand without liability or legal exposure to the land surveyor.

Since the last date of field work of this survey, conditions beyond the knowledge or control of Miller Land Surveying, Inc. mayhave altered the validity and circumstances shown or noted hereon.

I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security number in thisdocument, unless required by law, Brett R. Miller.

Record Description - Doc.#2013040885

Surveyor's Report

Flood Plain Certification

Location and sizes of underground utilities are shown from best available record drawings and/or field markings. Utilitylines shown hereon are approximate in location and intended for reference only. Call Indiana Underground PlantProtection Services (IUPPS) at 1-800-382-5544 for field marked location of utilities prior to any excavation.

Elevations are based upon a INCORS (Indiana Continuously Operating Reference Station Network) Indiana East.Datum = North American Vertical Datum (NAVD88).

The locations and dimensions of all building structures on the face of the survey (if applicable) are not intended forstructural design.

Notes

Monument Legend

N40 0 4020

Scale 1" = 40 ftBearing Basis: G.P.S Grid

Symbol and Line Legend

Site

Not to Scale

Vicinity Map

Point #

501

502

503

504

505

525

7777

7778

7779

Northing

2130911.165

2130658.212

2130383.525

2130334.771

2130794.539

2130628.608

2130749.090

2130836.180

2131110.057

Easting

486255.493

486045.132

486042.079

485984.477

486664.091

486272.577

485970.911

486082.172

486403.744

Elevation

785.248'

782.330'

784.832'

782.475'

785.570'

786.833'

783.066'

786.308'

783.608'

Description

5/8"Steel Rebar w/"Miller" Control Cap id.

Mag Nail Set in Pavement

5/8" Steel Rebar w/"APEX" Control Cap id.

5/8" Steel Rebar w/"APEX" Control Cap id.

Mag Nail Set

Mag Nail Set

Railroad Spike in E. face of Power Pole

Mag Nail in E. face of Power Pole w/Electric Drop

NW. Bonnet Bolt on Fire Hydrant

Control Table

IN WITNESS WHEREOF, I hereunto place my hand and

I hereby certify that to the best of my knowledge and belief this plat represents a surveyconducted under my supervision in accordance with Title 865 IAC 1-12-1 thru 30.

seal this 30th day of April, 2020.

For: Keller Development No.LS20300059STATE OF

ED

LI

EV

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DNA

B

L

MR.TT

N

IS

D

U

G

RE

I

S

TER

IANA

R

R

R

EL

OY

Certification

PROPOSED FEATURES LEGEND

= DRY DETENTION POND

BUILDING SETBACK LINE

PROPERTY LINE

STORM PIPE

SANITARY PIPE

WATER PIPE

6' TALL SOLID FENCE

= CONCRETE SIDEWALK / PAVEMENT

= PAVEMENT SECTION (LIGHT DUTY)

STORM / SANITARY CLEANOUT

STORM CATCH BASIN / INLETS

(D) DRAINAGE / (S) SANITARY STRUCTURE

WATER VALVE / FIRE HYDRANT

BLOW-OFF ASSEMBLY

(FDC) FIRE DEPT. CONNECTION

(PIV) GATE VALVE WITH POST INDICATOR

LIGHT POLE

Arc AAFTWIN001, LLC

Doc.#2013017164

Allen C

ounty, Indiana

Doc.#72-04972

Forest Avenue (50'R/W)

Lowe's Home Centers, LLC

Hofmann

Doc.#990028957

King

Doc.#2011020447

Hoogland, Kording,

Williams Company, LLC

Doc.#2009047803

Lave

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venu

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Advanced Auto Parts

Family Video

Allen C

ounty, Indiana

Doc.#72-04972

781

781

781

781

785

782

783

784

786

781

782

783 78

4

784

785

783

784

786

787

782

784

787 786 786

787

788

788

782

782

785782783784

786787

790

788789

785

782783

784

78678778

8

785

782

783

784

786

787

783

790

79578

878

979

179

279

379

4

795

793 793

794

793

790

788

789

791

792

792

790

78778

8789

791

786

79078

7

788 789 79

1

792

793

790

789

79179

2793

790

789

791

792

792

790

786787

788789

791792

791

785

786

784

784

785 786

787

787

786

785

783

784

786

781

782

783

784

781

78578

6

787

787

786787

786

785 784

784

784

785

784

784

785

783

784

786

783

783

784

784

781

782

785

782

783

784

781

785

784

786

787

783785

782783784

786

787

786

787

786

785

788

786

787

790

786

787

788

789

791

792

793

786

785 78

6

784

787

790

787

788

789

791

786

786

787

785 786

784

783 784

785

790

786787

788789

791

785 78

2

783

784

786

787

785

788

788

788

Playground40' X 40'

Pavilion20' X 40'

Half CourtBasketball

30' Building Setback

30' Building Setback

30' Building Setback

30' Building Setback

30' Building Setback

30' B

uild

ing

Setb

ack

30' B

uild

ing

Setb

ack

30' B

uild

ing

Setb

ack

30' B

uild

ing

Setb

ack

30' B

uild

ing

Setb

ack

30' B

uild

ing

Setb

ack

115' Building Setback from CL of Street

MaintenanceBuilding

8 Units (2-Bedroom)16 Bedrooms

8 Units (2-Bedroom)16 Bedrooms 8 Units (2-Bedroom)

16 Bedrooms

8 Units (3-Bedroom)24 Bedrooms

8 Units (3-Bedroom)24 Bedrooms

Dry Detention Pond

E. State Blvd.

Community Building1,928 SQ.FT

Pavilion20' X 40'

PREPARED FOR:

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Design By: JJSChk'd By: GML/DJS

Date: 07-07-2020

Project No.: 17124378-2020

Sheet Number

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STATE OFPE11500716

NO.

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PROFESS IONAL ENGINEE

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Derek J. Simon, PE

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Scale 1 in. = 30 ft.

N

ALLEN COUNTY SOIL SURVEY MAPNOT TO SCALE

FLOOD INSURANCE RATE MAP (FIRM)NOT TO SCALE AUGUST 3, 2009 / MAP# 18003C0186G

PROJECT SITE VICINITY MAPNOT TO SCALE

CONSTRUCTION START DATE:CONSTRUCTION END DATE:

SANITARY UTILITY SERVICE:WATER UTILITY SERVICE:STORMWATER OUTLET:

PARCEL ADDRESS:TOWNSHIP NAME:TOWNSHIP SECTION:

SC SHOPPING CENTER

CITY OF FORT WAYNECITY OF FORT WAYNE

3710 EAST STATE BOULEVARD, FORT WAYNE, IN 46805SAINT JOSEPH SECTION 32

PARKING REQUIREMENT :3 X 8 UNITS (2 BEDROOM APARTMENTS) = 24

JULY 2021OCTOBER 2022

PARKING REQUIRED: 61 PARKING SPACES

DETENTION BASIN TO BALDWIN LEGAL NO.2 DRAIN

NUMBER OF BUILDINGS:

BUILDING FOOTPRINT:

5 APARTMENT BUILDINGS (40 UNITS)

23,509 SQ.FT.

TOTAL LOT ACREAGE OF (AC):TOTAL LOT COVERAGE OF (AC):

4.62 ACRES2.74 ± ACRES (59% IMPERVIOUS)

PROPOSED USE: MULTIPLE FAMILY RESIDENTIAL

1 COMMUNITY BUILDING1 MAINTENANCE BUILDING

1 PER 400 SQ.FT OF NON-RESIDENTIAL BUILDING SPACE = 5

1 PER TWO-BEDROOM UNIT

2 X 2 X 8 UNITS (3 BEDROOM APARTMENTS) = 322 PER THREE-BEDROOM UNIT

SC ZONING SC ZONING

SC ZONING

SC ZONINGR1 ZONING

R1 ZONING

R1 ZONING

PROJECT SUMMARY

ZONING CLASSIFICATION:

PARKING PROVIDED : 87 PARKING SPACES

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PROPOSED FEATURE LEGEND

PROPERTY LINE

= CONCRETE PAVEMENT

= ASPHALT PAVEMENT

= DRY DETENTION POND

= GRASS

= BUILDING FOOTPRINT

= SHADE-TREE

= SHRUB

= PLAYGROUND

6' TALL SOILD FENCE

8 Units (2-Bedroom)16 Bedrooms

8 Units (2-Bedroom)16 Bedrooms 8 Units (2-Bedroom)

16 Bedrooms

8 Units (3-Bedroom)24 Bedrooms

8 Units (3-Bedroom)24 Bedrooms

Community Building1,928 SQ.FT

MaintenanceBuilding

6' TALL SOLID PRIVACY FENCE

ALTERNATE LANDSCAPE PLAN FORB-3 (EXISTING TREE LINE TO REMAIN)

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Playground40' X 40'

Pavilion20' X 40'

Half CourtBasketball

PREPARED FOR:

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Design By: JJSChk'd By: GML/DJS

Date: 07-07-2020

Project No.: 17124378-2020

Sheet Number

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SION

S:

STATE OFPE11500716

NO.

DE

REK J . SIMON

REGI STERED

PROFESS IONAL ENGINEE

R

INDIANA

Derek J. Simon, PE

Land

scap

e Pl

an

PDP-230 0 3015

Scale 1 in. = 30 ft.

N

P-1 PERIMETER LANDSCAPE

B-3 PERIMETER LANDSCAPE

B-4 PERIMETER LANDSCAPE

B-4 PERIMETER LANDSCAPE

B-4 PERIMETER LANDSCAPE

P-3 PERIMETER LANDSCAPE

P-1PERIMETER LANDSCAPE

P-3 PERIMETER LANDSCAPE

SC ZONINGSC ZONING

SC ZONING

SC ZONING

R1 ZONING

R1 ZONING

R1 ZONING

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2020

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