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Surveyers Certificate - Mid West Dev Inc, Mid West Dev Inc_12/30/2011PLAT OF SURVEY PART OF 7HE EAST HALF (E 1/2) OF THE SOUlHEAST OUARTER (SE 1/4) OF SECTION FOURTEEN (14), iOWNSHIP TWO (2) SOUTH, RANGE ELEVEN (11) WEST, PATOKA TOWNSHIP, GIBSON COLWTY, INOIANA. DEED RECORD OF SIIRVEYED TRACT: DOIXJI�NT 2003-8424 �NW Cor., E 1/2, � 1 OMII�ER OF RECOFiD: SE i/4, Sec. I� � i M E ]4-2s-SSw. � 3 - MIDWEST DEVELOPMENT, INC. S00'00'41"E- � 235.98' � � 5/8' iron pin . found with Kuester cap. Sonoe otate Oocu,nenY 2002-10007 Brittany L. Otake Oocunent 2010-338 Stacy W. Tretter 6 ✓amJe A. Tretter GbcUn?nt cY706-7036 ., NE 1/4, SE 1/4, . 14-2s-Siw, [iror Gibson County Stacy W. Trette� Doctnent 2000-1950 g nail over �ated iron, SW r, E 1/2, SE 4, Sec. i4-2s-iiw, ,on and rock per ."a� �' ��' ��f'P� ,-� �V ,�.•-�:. �`t;l �'.�� : ir,:3 ], t; ":. �t'�?. (. ..: i� �'�'- .,^� i�90. SGI3"r'�s � •'iin ST!?ri UF F3 . .YC ! f ;,��J 'r!iJ.'p'',P .'�! �`c-/, '.2'F �1���_�,.'`' S1�Y A Yra ::�� '�o._ �ai1;', _;� m O ui � 3 v 0 0 0 °z = 5869.58' = 132.72' H = S13'26'38"E 132.72' S23 '43'24 "E 199.00' \ Lenter Line of US ef Curve �ata Oe7ta = 48'09'(R) �` �e9 Cu-ve = i'00'(f V 7an = 2560.f'(R) \ Lergth = 4815.0' (R) E = Sd6.0'(R) \ Curve Data: R = 5839.58 \ L = 822.97' . , �\ CH -= S20'03 r 8222 o \� ����� DEC 3 p Zp�� c.�.mw� GIBSON COUNTY AUDITpR I_ —' ' GRAPHIC SCALE 1'=300' 0 150 300 450 Aelative Positimal acc�.racy.� Ru-al su^veY 0.26 feet Plus 200 Gtx'ts per' milli0.n. - EASIS OF BEARINGS: The west line of the E 1/2. SE 1/4. Sec. ,� �a-as-�iW. [NOO•oo•ai•w�. - LAST DATE OF FIELD�fORK: Gecember 27, 2017 - Surveyor's Report 6 Description are part of this survey. - DRAWN BY: CAK \ � � `pl app�'ox�mate line• \V �303' 07 q�ssesslm S�a. aimg ri5ht-of- ^ way fmce - � S16'27'03"E— ` 258.76' 30P^oximdte line � ��of passesslm S40 '24'43 "E � 131.41' S32'57'02"E' 127.90' LLl � (22.93 ACRES m 3 V O O O 0 z Iine of possessim i5 ✓a9V2 � ��P� ,�. ,3�9}��p\ LEGEND O - Corner and/or monunent as noted. (R)- Record dimension. Dimensions are field measured this survey unless noted record. ��a� ,�e' = 7H.i`�.7tl- = 334.57' = S30 ;46�48"E Sta^age Exp^�ss Haldings, LLC Oa'tsnent 20Q6-6286 iron oin set Sec. 14-2s-iiw. 589'46'f8"W(R) 600.01'(RI __ S89'57'39'W _746.28' ___ _ S89'57'39"W 600.01' L17L,1VTY ROAD 150 SOUTH [xiintm Edwin xartman 6 Np^ma Louise Hart,nan Document 2003-6639 I. Fretl J. Kuester, a Registered Lantl Surveyor in the State ot Indiana, tlo hereby certify that this survey was performed under my direction and to the best of my knowled9e and belief was executed a�cording to Title 865-f-12. �.I affirm. untler the penalties for perjury, that jI have taken reasonable care to redact each �SOCia] Security rumber in this tlocument. �unless requiretl 6y lah. i Fretl J. Kuester, Lantl Surveyor R50137 December 27, 2011 fi]e: 201f-12-hirsch 14-25-11w.smi client: Mirhael HirSU PLAT OF SIIRVEY treoa'ed :or.� Michael Hirsch This instrvment prepar'ed by FRED J. KUESTER ENGINEER 6 LAND SUR�EYOR 1792 E 600 S FORT BRANG-1, INDIANA 47648 PHONE � (812) 753-4B43 file ?0I!-l?-hi�soh??93 ocre FRED ). KUESTER Engineer & Land Surveyor 1792 E 600 S Fort Branch, Indiana 47648 (£t12) 753-4II43 BOUNDARY DESCRIPTION Part of the East Haif (E 1/2) of the Southeast Quarter (SE 1/4) of Section Fourteen (14), Township Two (2) South, Range Eleven (11) West, Patoka Township, Gibson County, Indiana, and more particularly described as follows: Beginning at a mag nail over an iron marking the Southwest Corner of said half quarter section; thence along the west line of said half quarter section North 00 degrees 00 minutes 41 seconds West 1363.35 feet to the Southwest Corner of the Northeast Quarter of the Southeast Quarter of said Section 14; thence continue along the west line of said half quarter section North 00 degrees 00 minutes 41 seconds West 1115.08 feet to a 5/8 inch iron pin with cap inscribed "Fred Kuester IN RLS 50137" found on the westerly 140 foot US 41 right-of-way; thence along said 140 foot right-of-way 132.72 feet along a curve with a radius of 5869.58 feet and a chord of South 13 degrees 26 minutes 38 seconds East 132.72 feet; thence along said right-of-way South 23 degrees 43 minutes 24 seconds East 199.00 feet to the westerly 110 foot right-of-way; thence along said 110 foot right-of-way 822.97 feet along a curve with a radius of 5839.58 feet and a chord of South 20 degrees 03 minutes 15 seconds East 822.29 feet; thence along said right-of-way South 16 degrees 27 minutes 03 seconds East 258.76 feet; thence along said right-of-way South 40 degrees 24 minutes 43 seconds East 131.41 feet; thence along said right-of-way South 32 degrees 57 minutes 02 seconds East 127.90 feet to the westeriy 110 foot right-of-way; thence along said 110 foot right-of-way 334.57 feet along a curve with a radius of 5839.58 feet and a chord of South 30 degrees 46 minutes 48 seconds East 334.52 feet to a 5/8 inch rebar found; thence leaving said right-of-way South 78 degrees 55 minutes 33 seconds West 400.00 feet to a 5/8 inch rebar found; thence South 31 degrees 09 minutes 00 seconds East 671.21 feet to a 5/8 inch iron pin set on the south line of said half quarter section; thence along said south line South 89 degrees 57 minutes 39 seconds West 746.28 feet to the point of beginning. CONTAINING 22.93 ACRES, MORE OR LESS. Subject to all legai rights-of-way and/or easements. SURVEYOR'S CERTIFICATE: I, Fred ). Kuester, a Registered Land Surveyor in the State of Indiana, do hereby certify that the above description is true and correct and was composed after a field survey of the area. Witness my hand and seal this 27th day of December, 2011. `6�i`f i:-.'^...' ; � � `..ti� J. i�i'i,4.'r:-^�. r.�;= .��f:iS���:r'<7" '�f c r. r !� K �: i�i:. �J 1:%:J i. s-nre o- � '`� )���:�;'F/f1iFZ'!� �{�` .� •�i* iYl\ �E�.i:!"s�� ,+ ,(, 'by,.,_ �7 ��'� =".,Sj. � Fred J. Kuester, Land Surveyor Indiana Registration �50137 FRED J. KUESTER Engineer & Land Surveyor 1792 E 600 5 Fort Esranch, Indiana 47C,48 (812) 753-n�3a3 SURVEYOR'S REPORT In accordance with the Indiana Survey Standards as defined in Indiana administrative code 565, this document is created in order to report opinions and observations regarding the amount of uncertainty in the location of lines and corners found or established this survey because of the following: 1) availability and condition of reference monuments, 2) occupation or possession lines, 3) clarity or ambigui[y of the record description used and/or adjoiner's descriptions, 4) the relative positional accuracy of the measurements. • Client: Michael Hirsch File: 2011-12-hirsch 14-2s-ilw.rep • This survey i; requested to re[race the boundaries of reai estate described in: DOCUMENT 2003-8424 currently owned by MIDWEST DEVELOPMENT, INC. REFERENCE MONUMENTS: Section (14), Township (2) South, Range (11) West. • The half quarter section corners and quarter quarter section corners used this survey are shown on the plat. Said corners are documented in the Gibson Coun[y Surveyor Record or surveys by this surveyor dated July 03, 2002 recorded in Document 2002-7541 and dated October 30, 2002 recorded in Document 2003-7. LINES OF POSSESSION: • The west lines of the surveyed [rac[ are the approximate lines of possession and are mostly along an existing fence. • The easterly lines of the surveyed tract along the westerly right-of-way lines of the US 41 are the approximate lines of possession and are mostly along the west side of the existing right-of-way fence. • The lines of the surveyed tract common to the Storage Express property are vague lines of possession. • The south line of the surveyed tract is within County Road 150 South right-of-way. RECORD DESCRIPTIONS: • The surveyed tract is owned by Midwest Development, Inc. and is described in Document 2003-8424. Said surveyed tract is summarized as the East Half of the Southeast Quarter of Section 14, Township 2 South, Range 11 West with exceptions to US 41 and Storage Express Holdings, LLC. • The adjoining tract southeast of the surveyed tract is owned by Storage Express Holdings, LLC and is described in Document 2006-6286. Said tract is described by a two metes and bounds type descriptions. • The adjoining tracts west of the surveyed tract are limited to the Northwest Quarter of the Southeast Quarter of Section 14 and [he Sou[hwest Quarter of [he Sou[heast Quarter of Section 14. The record owners and record documentation of each is shown on the plat. • The adjoining tract sou[h of the surveyed tract is owned by Hartman and is summarized as the East Half of the Northeast Quarter of Section 23 with exceptions in Document 2003-6639. • The adjoining tract easterly of the surveyed tract is US 41 and is described in Cause #11401 C 61-359. CORNER SUMMARY OF THE SURVEYED TRACT: • The southwest corner and the northwest corner of the surveyed tract are marked by found monuments documented in mul[iple record documents. • The northwest corner and the northeast corner of the Storage Express [ract common to the surveyed tract are marked by found controlling monuments. • The southwest corner of the Storage Express tract common to the surveyed tract is set at the record location per the Storage Express deed of 600.01 feet from the Southeast Corner of the East Half of the Southeast Quarter of Section 14. • The easterly corners of the surveyed tract along US 41 right-of-way are established using US 41 plans F-Proj- No. 65(10) dated 1958, found center line monuments, found right-of-way markers, and existing right-way- fence. RELATIVE POSITIONAL ACCURACY: • Rural Survey: 0.26 feet plus 200 parts per million. ,.y v �t �r' i��'�_�. _:��<;} ._�,. , •-� .c ;•_;�,,.�vGtisreo,� i;,�. 'y ' �; t�o. 5 ^; 37.;'� - a a w 1 (t 'J$Ti�.�� +�N .� �j� �/ V'y,`lA.�.��.Q��,� • 1 +'� `�� ��� . �3'':: _ :' ..lZ. ."j:L'''' : ' %,4' i✓ � G Fred J. Kuester, Land Surveyor Indiana Registration �50137 December 27, 2011 26-11-14-400-004.194-027 ADMINISTRATIVE INFORMP.TION PARCEL NUMOEN 2G-11-]A-n00-o09.19n-OJ'! Ptu'enC P.n'CCl Numbe�� 00G-01355-00 P[opr.tCy AdAress �s a� Nei yhbOrl iood 950001 WIII'fG ProperCy Class 100 Ag Vacanc IoL TA%1NG �159'RIC'P INFORMHTION JtICi9(1iCCi00 ifi Arna 006 PA'1'OKA Corpora[lon N UiSCV'icC 02'I SeClion 6 Plac 14 RouCing Numbr,r 0.000 Sito Ooacription Topo9raphy: Public UCililies: Stree[ or Roatl: NnighborhooA: MidwesL Development Inc US 41 100 owNeasxxe - Deeded Owner �'fax ID I I-14-404 I'rintcd 12/30/201I ca�d No. � or � Mi.dwest DevelopmenC Inc xAANSFen oF owNERSxIe 1.06 S Sth Ave ��.�, PRLNClS'PON, IN 47670 - E SF. 1� 2 11 18.50 AC 09/79/2003 DOU6I.AS STEPIIEN A/f�RRNUA F. IiY./Pg: 03, H4'.A sca000 aa.� �,��,,e,� AGRICULTURAL VALUATION RECORD Assess�nnnc Year 03/O1/2006 03/O1/200'1 03/O7/2007 03/O7/7.00B 113/0]/2009 03/01/2010 U3/0]/?011 Reason Loe Chant,3c 59 55 5'7 51 Gqualizalion Gqualizalion Equ.lizacion VALU�TION � 12500 16200 16200 17000 17700 18300 21300 npp�aisntl Valu� u 0 0 0 0 0 0 0 '� 'J2500 7.6200 ].6200 ].7000 ]7900 7.8300 21300 vnt.unT�nrv �. 12500 16200 16200 17000 7.9�00 LP300 21300 Tru� Tar. Valuc B Q 0 0 0 0 0 0 T 12500 ].6200 16200 17000 1'1700 19300 21300 Land Ty�n.: Zonlnq: 7 pUBL1C ROAD/ROW Legal Acres: p wOO�VWD 18.5000 3 WOODLAND Atlmin Legal A LF,GAI, UiTCII 18.i000 5 TILLA(3LE LAND G 7'1LLABLE WND � UTILITY TRANSMISSION TOWF.RS ai: OOGOA19900 ChID: Previous parcrl itl: OOGOA1nq00 RaCing MCasured Soll ID Acreaye _°�_ '°�.' Accunl CfG,ecivc Feoul'ayo FeonLayc AD O.J6�0 WK 1.0000 SYI32 2.5000 AU O.P9u0 SYU2 ].OA95 SYC3 "I.0495 AD 0.:500 LAND DATA AND CALCULATIONS Table Protl. Fac[oe ��� -or- IJeplh Paccor F.CI'rcCivc -a�'- Dase Adjusti,d RxCni��{ntl IIeP�'��i Sqat�[c Fr��_ Rat:e RaCe VUluc 1.00 1.0G 1.02 1.00 1.02 Q.QQ 1.00 FARMI./�ND COMPUTATIONS Parcel Acreage 81 Lc�,��l Draln NV �-� 82 Pul�l IC Roady NV �-� 83 UT 'fovnrs NV �-� 9 Nomesi[e1s1 �-j 41/92 F.xcess Aceea9el-1 'POTAI. ACft1:5 FARMI,FlND TNIIb: 'I'A% VNdJP: isoo.00 isoo.00 1500.00 1590.00 1500.00 1530.00 1500.00 1500.U0 1500.00 1530.00 isao.00 1335.00 ]500.00 1500.00 lnl'Im:nr,'" k';ivCO[ sna o -iooe 15A0 0 -BOB 3830 0 -809 AAU 0 -]DOtl 10l80 �nio 3P0 0 -1006 Supplemenla] Cartls TIiVI? '1'�% V�LUiv MCU9UCCd ACI'CdgC 18.5000 q�eraye True Tar. Value/ACrr 0.2550 �pROE TA'}, VALUE FARMI.AND 0.3500 0.2500 �lassitie�i lantl ToCal Nomesicelsl Value 1�) fxcess Acreaqe Valu2 (�1 1�.5<r$p Sul>PJUmenlal CnrAs � TOTAL LANO VALUF. Vulae 0 3:0 170 0 101P0 �n�o 0 :110U 1'l.5950 1209 21270 213on