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

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C Baldwin Legal Open DrainL

Nevada St.

#18 #17

#20

#19

#22

#21

#24#23 #26#25

#16

#15

#14

#13

#12

#11

#10

#9

#8 #7

#6#5

#4#3

#2#1

20x20PAVILION

(4) GardenBoxes

MaintenanceGarage

400 Sq.Ft.

25' Building Setback

25' Building Setback

25' Building Setback

25' Building Setback

25' Building Setback

25' Building Setback

25' Building Setback

25' Building Setback

Dry Detention Pond

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Design By: JJS/GMLChk'd By: DJS

Date: 07-07-2020

Project No.: 11011573-2020

Sheet Number

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STATE OFPE11500716

NO.

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REGI STERED

PROFESS IONAL ENGINEE

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PDP-150 0 5025

Scale 1 in. = 50 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:

PARCEL ADDRESS:TOWNSHIP NAME:TOWNSHIP SECTION:

R3 MULTIPLE FAMILY RESIDENTIAL

1607 LAVERNE AVENUE, FORT WAYNE, IN 46805SAINT JOSEPH SECTION 32

JULY 2021OCTOBER 2022

NUMBER OF BUILDINGS: 13 DUPLEX BUILDINGS (26 UNITS)1 MAINTENANCE BUILDING

R3 ZONING

PROJECT SUMMARY

ZONING CLASSIFICATION:

R3 ZONING

RP ZONING

BUILDING GROSS FLOOR AREA: 35,514 SQ.FT.

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

10.57 ACRES3.38 ± ACRES (32% IMPERVIOUS)

PARKING REQUIREMENT : 1 PER DWELLING UNIT X 26 UNITS = 26 SPACES PARKING PROVIDED : 26 PARKING SPACES

SANITARY UTILITY SERVICE:WATER UTILITY SERVICE:STORMWATER OUTLET:

CITY OF FORT WAYNECITY OF FORT WAYNEDETENTION BASIN TO BALDWIN LEGAL NO.2 DRAIN

R3 MULTIPLE FAMILY RESIDENTIAL PROPOSED USE:

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PROPOSED FEATURE LEGEND

PROPERTY LINE

= CONCRETE PAVEMENT

= ASPHALT PAVEMENT

= DRY DETENTION POND

= GRASS

= BUILDING FOOTPRINT

= SHADE TREE

6' TALL SOILD FENCE

DRY DETENTION POND

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

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

6' TALL SOLID PRIVACY FENCE

6' TALL SOLID PRIVACY FENCE

6' TALL SOLID PRIVACY FENCE

#18 #17

#20

#19

#22

#21

#24#23 #26#25

#16

#15

#14

#13

#12

#11

#10

#9

#8 #7

#6#5

#4#3

#2#1

20x20PAVILION

(4) GardenBoxes

MaintenanceGarage

400 Sq.Ft.

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Design By: JJS/GMLChk'd By: DJS

Date: 07-07-2020

Project No.: 11011573-2020

Sheet Number

En

gin

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6805

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468

18(2

60) 4

97-9

000

STATE OFPE11500716

NO.

DE

REK J . SIMON

REGI STERED

PROFESS IONAL ENGINEE

R

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Derek J. Simon, PE

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N

B-3 PERIMETER LANDSCAPE

B-3 PERIMETER LANDSCAPE

B-3 PERIMETER LANDSCAPE

RP ZONING

R3 ZONINGR1 ZONING

R3 ZONING

RP ZONING

B-3 PERIMETER LANDSCAPE

B-3 PERIMETER LANDSCAPE

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CP#501

Curb Cast InletRim:781.12'I.E.:777.12'N.I.E.:777.22'E.

Curb Cast InletRim:781.08'I.E.:776.13'N.I.E.:776.13'S.

Curb Cast InletRim:781.18'I.E.:774.33'NE.I.E.:775.18'E.I.E.:774.88'S.I.E.:773.68'W.

CP#502

TBM#7777

ManholeRim:781.89'

I.E.:768.29'NE.I.E.:766.69'S.

I.E.:766.59'W.Manhole

Rim:778.09'I.E.:765.64'NW.

I.E.:765.69'E.

ManholeRim:768.97'

I.E.:751.07'N.I.E.:764.12'SE. (18")I.E.:751.97'SE. (15")

I.E.:750.92'W.

Beehive InletRim:768.19'

I.E.:765.89'NW.

Beehive InletRim:768.37'

I.E.:765.57'N.I.E.:765.62'S.

ManholeRim:767.87'

I.E.:751.97'N.I.E.:751.87'S.

12" Retaining WallF.F.:775.15'

ManholeRim:778.42'I.E.:754.72'NE.I.E.:754.72'S.

ManholeRim:780.00'

I.E.:754.90'NE.I.E.:754.80'SW.

24"HDPEI.E.:771.96'NE.

12"HDPEI.E.:768.49'NE.

ManholeRim:780.85'

I.E.:775.25'E.I.E.:775.05'S.

ManholeRim:772.63'I.E.:755.43'E.I.E.:755.23'SW.

ManholeRim:768.55'I.E.:758.35'NE.I.E.:757.15'E.I.E.:757.35'SW.

Beehive InletRim:761.86'

I.E.:757.86'W.

ManholeRim:763.11'

I.E.:752.51'N.I.E.:752.31'S.

I.E.:754.11'W.

ManholeRim:768.15'I.E.:753.45'E.I.E.:753.25'W.

CP#503

TBM#7778

CP#504

CP#505

54"RCPI.E.:757.13'NE.

State Boulevard

Lake Avenue

Laverne Avenue

(25'R/W

)

Distribution EasementDoc.#2012066870

Manhole(Water Quality Unit)

Rim:777.76'

Manhole(Water Quality Unit)

Rim:777.46'

12"HDPEI.E.:766.94'SE.

Sanitary Sewer EasementDoc.#2016058254

Storm Sewer &Detention Basin Easement

Doc.#2012033397

Utility EasementDoc.#2011027676

Storm Sewer &Detention Basin Easement

Doc.#2012033397

Point of Commencement

6.273 Ac.

Point of Beginning

10.576 Ac.

15' Storm Sewer EasementDoc.#2012033397

N02

°36'

40"W

~ 7

39.9

8'

N87°27'42"E ~ 546.12'

N86°50'58"E ~ 164.21'N46

°50'58

"E

59.48

'

N86°50'58"E ~ 210.18'

S02°

36'4

0"E

~ 13

4.45

'

S87°43'08"W ~ 312.00'D.&C.

S02°36'40"E ~ 36.80'

S87°30'50"W ~ 165.00'P.&C.N02°36'40"W ~ 59.80'D.&C.

S87°39'10"W ~ 165.00'P.&C.

S02°36'40"E ~ 4.00'S87°34'28"W ~ 165.00'P.&C.

18"HDPE

18"H

DPE

18"H

DPE

12"HDPE

15"H

DPE

24"HDPE

6"VCP

6"VC

P

15"V

CP

15"VCP

15"VCP

18"VCP

8"PVC

8"PV

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18"V

CP18

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12"RCP 12"H

DPE

12"H

DPE

54"RCP

54"R

CP

54"R

CP

54"R

CP

54"RCP30"RCP

54"RCP

12"HDPE

12"H

DPE

18"VCP18"VCP

6"VCP

12"RCP

S03°

09'0

2"E

~ 66

9.71

'

S87°27'42"W ~ 165.00'P.&C.

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STATE OF

No.LS20300059

Brett R. Miller P.S.

PREPARED FOR:

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Drawn By: BPJChk'd By: BRM

Date : May 18, 2020

Project No.: 11011573_2020

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Sheet Number

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SEAL:

Fort Wayne, IN 46818(260) 497-9000

Keller Development4530 Merchant Road

J.H.

Feic

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Add

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Miller Land Surveying, Inc.Precision and Professionalism is where we draw the line.Robert J. Marucci, P.S. No.LS20400028

Brett R. Miller, P.S. No.LS20300059

221 Tower Drive

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

Corporate Office

www.mlswebsite.us

10060 Bent Creek Blvd.

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

Fort Wayne Office

SURVEY COMPLETED BY:

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Scale 1" = 60 ftBearing Basis: Indiana East SPC 1983

Vicinity Map

Site

Not to Scale

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 19th day of May, 2020.

For: Keller Development No.LS20300059STATE OF

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Certification

Part of Lots Numbered 7, 8, 9, 10, 11 and 12 of the J.H. Feichter's Garden View Addition to Fort Wayne, Allen County, Indiana,based on an original survey by Brett R. Miller, Indiana Professional Surveyor Number 20300059 of Miller Land Surveying, Inc.,Survey No. 11011573_2020, dated May 18, 2020 and being more particularly described as follows:

Commencing at the Southwest corner of the Northeast Quarter of the Southwest Quarter of Section 32, Township 31 North,Range 13 East, St. Joseph Township, Allen County, Indiana; thence South 87 degrees 27 minutes 42 seconds West (Indiana EastSPC, 1983 bearing and basis of bearings to follow), a distance of 18.00 feet to the West right-of-way line of Laverne Avenue;thence South 02 degrees 36 minutes 40 seconds East, a distance of 626.95 feet along the West right-of-way line of LaverneAvenue, also being parallel with and 18.00 feet West of the East line of said Lot Numbered 12 to a 5/8” steel rebar witha “Miller Firm #0095” identification cap on the South line of an existing 6.273 acre tract described in DocumentNumber 2012033394 in the Office of the Recorder of Allen County, Indiana, said point also being the POINT OF BEGINNINGof the herein described tract; thence continuing South 02 degrees 36 minutes 40 seconds East, a distance of 134.45 feet alongsaid right-of-way line to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on the North line of an existing tractdescribed in Document Number 2019010991 in the Office of the Recorder of Allen County, Indiana; thence South 87 degrees 43minutes 08 seconds West, a distance of 312.00 feet along said North line to a point on the West line said Lot Number 11, saidpoint being referenced by a ½” steel rebar 0.26 feet North and 0.09 feet West; thence South 02 degrees 36 minutes 40 secondsEast, a distance of 36.80 feet along said West line to a point on the North line of an existing tract described in DocumentNumber 980050488 in the Office of the Recorder of Allen County, Indiana, said point being referenced by a 3/8” steelrebar 0.33 feet North and 1.25 feet West; thence South 87 degrees 30 minutes 50 seconds West, a distance of 165.00 feet alongsaid North line to a point on the West line of said Lot Number 10, said point being referenced by a ½” steel rebar 0.97 feet Northand 1.08 feet West; thence North 02 degrees 36 minutes 40 seconds West, a distance of 59.80 feet along said West line to apoint on the North line of an existing tract described in Document Number 980050488 in the Office of the Recorder of AllenCounty, Indiana, said point being referenced by a ½” steel rebar 1.13 feet South 0.37 feet West; thenceSouth 87 degrees 39 minutes 10 seconds West, a distance of 165.00 feet to a point on the West line of said Lot Number 9, saidpoint being referenced by a ½” steel rebar 0.94 feet South and 0.09 feet East; thence South 87 degrees 27 minutes 42 secondsWest, a distance of 165.00 feet along the North line of said Document Number 980050488 to a point on the West line of saidLot Number 8, said point being referenced by a ½” steel rebar 0.38 feet North and 0.34 feet East; thenceSouth 02 degrees 36 minutes 40 seconds East, a distance of 4.00 feet along said West line to the North line of an existing tractdescribed in Document Number 2019034731 in the Office of the Recorder of Allen County, Indiana; thence South 87 degrees 34minutes 28 seconds West, a distance of 165.00 feet along said North line to a ½” steel rebar with a “0027” identification cap onthe West line of said Lot Number 7; thence North 02 degrees 36 minutes 40 seconds West, a distance of 739.98 feet along saidWest line to a point on the North line of said Lot Number 7, said point being referenced by a ½” steel rebar 0.19 feet Northand 0.60 feet East; thence North 87 degrees 27 minutes 42 seconds East, a distance of 546.12 feet along said North line and alsoalong the North lines of Lots Numbered 8, 9 and 10 to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on theWest line of said 6.273 acre tract; thence South 03 degrees 09 minutes 02 seconds East, a distance of 669.71 feet along saidWest line to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on the South line of said 6.273 acre tract; thenceNorth 86 degrees 50 minutes 58 seconds East, a distance of 164.21 feet along said South line to a 5/8” steel rebar with a “MillerFirm #0095” identification cap; thence North 46 degrees 50 minutes 58 seconds East, a distance of 59.48 feet along said Southline to a 5/8” steel rebar with a “Miller Firm #0095” identification cap; thence North 86 degrees 50 minutes 58 seconds East, adistance of 210.18 feet along said South line to the Point of Beginning. Containing 10.576 acres, more or less. Subject to theBaldwin Legal Open Drain and subject to easements of record.

New Original Legal Description

PURPOSE OF SURVEY:The purpose of this survey was to create an original 10.576 acre survey from an existing tract as described in DocumentNumber 2011030175 in the Office of the Recorder of Allen County, Indiana.

In accordance with Title 865, Article 1, Rule 12, Section 1 through 30 of the Indiana Administrative Code, the below 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 uncertainties based on visual inspection of occupation or possession lines.

There is a fence along the North line that lies 4.9'+/- South on the West end and 6.7'+/- on the East end.

C) CLARITY OR AMBIGUITY OF DESCRIPTIONSThere were no ambiguities found within the descriptions used for the survey. Documents used include:1) Miller Land Surveying, Inc., Survey No. 11011573, February 14, 20142) Document Number 20110301753) Document Number 20120383944) Document Number 20190109915) Document Number 9800504886) Document Number 20190347317) Document Number 2060309498) Document Number 20140018419) Document Number 87-01631210) Document Number 201603590111) Deed Record 632, Page 21012) Deed Record 643, Page 44

D) RELATIVE POSITIONAL ACCURACY 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 East line (134.45 feet) line of the subject tract was established by monuments labeled “H”, “I”, “D”, “E” and “F” along theWest right-of-way line of Laverne Avenue. This established line is 18 feet West of the East line of Lot Number 12 in J.H.Feichter's Garden View Addition. The South line (165.00 feet) of the subject (portion in Lot Number 7) was established byparallel lines and deed distance from the South line of said Lot Number 7. The South line (165.00 feet) of the subject tract(portion in Lot Number 8) was established by parallel lines and deed distance from the North line of said Lot Number 8. TheSouth line (165.00 feet and 165.00 feet) of the subject tract (portion in Lots Numbered 9 and 10) was established by deeddistance from the North line of said Lots Numbered 9 and 10. The South line (312.00 feet) of the subject tract (portion in LotNumber 11 and 12) was established by deed distance from the North line of said Lot Number 12 and deed distance from theNorthwest corner of said Lot Numbered 11. This deed distance is a combination of 5 separate descriptions lying North of saidSouth line and the North line of said Lots Numbered 11 and 12. The West line (739.98 feet) of the subject tract was establishedby plat distances from the above established East line of Lot Number 12. The North line of the subject tract was established bya best fit line between found monuments along the North line of Lots Numbered 5 thru 12. The East lines (669.71 feet, 164.21feet, 59.48 feet and 210.18 feet) were established by a previous survey completed by Miller Land Surveying, Inc.

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.

The commitment for title insurance was not provided at the time of this report, nor did the surveyor perform a title search. Anabstract or title search may reveal additional information affecting the property.

Surveyor's Report

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

Flood Plain Certification

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

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

Notes

Symbol and Line Legend

Point #

501

502

503

504

505

7777

7778

Northing

9886.232

10416.859

9769.931

9844.295

10184.750

9845.884

10410.837

Easting

9644.028

9594.592

9243.384

10016.079

9323.078

9638.336

9595.933

Elevation

782.699'

783.461'

778.464'

792.105'

779.307'

786.317'

786.150'

Description

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

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

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

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

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

NE. Bonnet Bolt on Fire Hydrant

NE. Bonnet Bolt on Fire Hydrant

Control Table

Miller Land SurveyingSurvey No.: 11011573

Date: 02/04/14

Reference Survey

A = 1/2"Steel Rebar w/ "0027"id. Cap Found (Flush)B = 1/2"Steel Rebar Found 0.19'N.&0.60'E. of Actual Corner (Flush/No History)C = 1"Steel Pipe Found 0.28'S.&1.32'E. of Actual Corner (Flush/No History)D = 1"Steel Pipe Found (Flush/No History) & 1/2"Steel Rebar Found 1.52'S. of Actual Corner (Flush/No History)E = Steel Bolt Found 0.29'S.&0.17'W. of Actual Corner (Flush/No History)F = 1/2"Steel Rebar Found 1.62'S.&0.33'E. of Actual Corner (Flush/No History)G = 1"Steel Bar Found 0.60'N. of Actual Corner (Flush/No History)H = 3/4"Steel Rebar Found 0.56'N.&0.50'E. of Actual Corner (Flush/Leaning/No History) & 1"Steel Pipe Found 0.58'N. & 1.21'W. of Actual Corner (Flush/No History)I = 3/4"Steel Rebar Found (Flush/No History)J = 1/2"Steel Rebar Found 0.26'N.&0.09'W. of Actual Corner (-0.5'/No History)K = 3/8"Steel Rebar Found 0.33'N.&1.25'W. of Actual Corner (Flush/No History)L = 1/2"Steel Rebar Found 0.97'N.&1.08'W. of Actual Corner (Flush/No History)M = 1/2"Steel Rebar Found 1.13'S.&0.37'W. of Actual Corner (Flush/No History)N = 1/2"Steel Rebar Found 0.94'S.&0.09'E. of Actual Corner (Flush/No History)O = 1/2"Steel Rebar Found 0.38'N.&0.34'E. of Actual Corner (Flush/No History)P = 1/2"Steel Rebar Found 0.19'N.&0.60'E. of Actual Corner (Flush/No History)Q = 1/2"Steel Rebar w/ "0027" id. Cap Found (Flush)R = 1/2"Steel Rebar Found (Flush/No History)S = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush)

Monument Legend

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