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-Arnett DULY ENTERED FOR TAXATION II IlIj jtJIJ!JiIj!5II III Sutz�to final acceptance for Transfer Tx:40388' 2 a _Vci'yo 2.07Z �•- e, _\` 202200002959 //l.e�fetLa ..,;,b) []SPLIT I� RECORDED AS PRESENTED IN u��0�{13or bson Count' ( rradtHT v 'ag-J GIBSON COUNTY, INDIANA 'T����r t y �O�UO`U OO f< TONVA THOMPSON, RECORDER KKK 06/29/2022 02:50 PM 25.00 PAGES: 3 CORPORATE WARRANTY DEED'54:2 THIS INDENTURE WITNESSETH,That Arnett and Arnett, Inc.,an Indiana corporation,hereinafter referred to as Grantor Corporation, CONVEYS AND WARRANTS to CU & RP Property LLC, an Indiana limited liability company,for the sum of Ten Dollars($10.00)and other valuable consideration,the following described real estate located in Gibson County, Indiana, to-wit: (SEE ATTACHED EXHIBIT A FOR LEGAL DESCRIPTION) Subject to all building and use restrictions of record and all existing easements, highways and rights of way. Subject to all prior reservations and conveyances of record of coal, oil, gas and all other mineral rights and Interest of whatever kind and nature. Grantor quitclaims and conveys to the Grantee all of Grantor's right, title and Interest in and to all coal, oil,gas and any and all other mineral rights and interests which pertain to the above-described real estate. Subject to the real estate taxes for the year 2022, due and payable in 2023 and all subsequent taxes, which the Grantee herein assumes and agrees to pay. The undersigned person executing this deed on behalf of Grantor Corporation represents and certifies that he/she Is the duly elected officer of the Grantor Corporation and has been fully empowered by proper resolution of the Board of Directors of Grantor Corporation to execute and deliver this deed;that Grantor Corporation has full corporate capacity to convey the real estate hereby conveyed; and that all necessary action for the making of such conveyance has been taken and done. IN WITNESS WHEREOF, the said Grantor Corporation has caused this Deed to be executed in its name and on Its behalf by its duly authorized officer this /04 day of 5u rt , 2022. AeAJETtc- I _ By: Its: (Jal(�-STATE OF INDIANA SS: COUNTY OF (/6,SOI1 Before me,the undersigned, a Uotary Public in and for said County and State, personally appeared the within named 4iaLRae if Pr,eft , personally known to me to be the frQsld •t of Arnett and Arnett, Inc.,an Indiana corporation,who as such officer acknowledged the execution of the foregoing Corporate Warranty Deed for and on behalf of said corporation. WITNESS, my hand and Notarial Seal this f6�t day of , u , 2022. .......... Signa ure of Notary Pu lic My commission expires: :�� NOTARY a'- c, 4 PUBLIC ___ �J�' �[�r l Al V 3 SEAL z 3 Printed Name of Not ry Public Va tdecLu 4�Numb c Qo P \� OF1.110P_ County of Residence of N ry Public �-�-- 0 000 / 76 Swc\f.e.Ai 202200002959 1 of 3 Send tax duplicates to: CU & RPperty LLC 1t Jo54 k CF . L-ta , Grantee's address: -1q- Property address: 108 N. 1s`Ave., Princeton, IN 47670 This instrument was prepared by Donald J. Fuchs, Attorney-at-Law,605 S.E. M.L. King,Jr. Blvd., P.O. Box 654, Evansville, Indiana 47713. I affirm,under the penalties of perjury, that I have taken reasonable care to redact each Social Security Number in this Instrument, unless required by law. Donald J. Fuchs 202200002959 2 of 3 • EXHIBIT A Part of Lots 202 and 25 in Tower Heights, as per plat thereof, recorded in Plat Book 2, page 58, in the Office of the Recorder of Gibson County, Indiana, and more particularly described as follows: Beginning at a 5/8 inch iron pin found at the Northwest corner of Lot 202; thence South 00 degrees 12 minutes 47 seconds West along the West line of Lot 202 184.70 feet to a 5/8 inch iron with cap inscribed"D.L. Helms L29600022" found at the Southwest corner of said Lot 202; thence North 89 degrees 58 minutes 28 seconds East 123.72 feet to a set 5/8 inch iron pin with cap inscribed "K.J. Hennessy LS20200026"; thence North 00 degrees 33 minutes 52 seconds West 126.06 feet to a point on the edge of an existing concrete drive witnessed by a set magnetic nail South 00 degrees 33 minutes 52 seconds East 1.00 foot;thence along the edge of an existing concrete drive the following bearings and distances; North 89 degrees 25 minutes 25 seconds East 9.43 feet; North 62 degrees 30 minutes 33 seconds East 31.57 feet; North 00 degrees 55 minutes 14 seconds East 44.22 feet to a 5/8 inch iron pin with cap stamped "K.J. Hennessy LS20200026" found at the Southwest corner of Lot 24; thence South 89 degrees 53 minutes 49 seconds West along the North line of Lot 25 and Lot 202 159.94 feet to the point of beginning, containing 0.57 acre. • • 202200002959 3 of 3 LEGEND CURRENT OWNERS AND RECORD i POC POINT OF COMMENCING DOCUMENT OF SURVEY TRACT POB POINT OF BEGINNING ARNETT AND ARNETT, INC. '® POT POINT OF TERMINUS DOCUMENT 2006-4934 (M) MEASURED DIMENSION PARCEL ID 26-11-12-104-000.001-028 (R) RECORD DIMENSION -Ti - To' .)OC. 2Do-6- 7/3 ' _ O FOUND MONUMENT AS NOTED ® FOUND 5/8 INCH IRON PIN WITH CAP 1 K.4.HENNESSY-LS-20200026 SCALE: 1"=40' m FOUND 5/8 INCH IRON PIN WITH CAP NOTES D.L. HELMS LS29600022 © MONUMENT NOTE(SEE REPORT) BEARINGS ARE BASED ON THE LINE BETWEEN THE SET 5/8 INCH IRON PIN WITH MONUMENTS FOUND AT THE NORTHWEST AND SOUTHWEST • CORNERS OF THE PARENT TRACT PER A SURVEY BY THIS CAP K.J.HENNESSY PLS 20200026 SURVEYOR RECORDED IN DOCUMENT 2006-7607. LAST DATE Q SET MAG NAIL WITH WASHER OF FIELD WORK 4/14/22. THIS PLAT IS INCOMPLETE WITHOUT STAMPED HENNESSY LS20200026 THE ASSOCIATED SURVEYOR'S REPORT. 202200001766 SURVEY LINE RECORDED AS PRESENTED IN TITLE LINE GIBSON COUNTY, IMAM LOT LINE TONYA THOMPSON , kECOkEE f 04/14IJ2211:06 AM 25.00 PAGES: 3 I I LAWRENCE W.ARNOLD CLOT 22 '1J �OT 23� REVOCABLE TRUST(1/2 int) JULIA G.ARNOLD I MATTHEW D.ARBUCKLE � REVOCABLE TRUST(1/2 int) / DOCUMENT 2020-5945 DOCUMENT 2019-4655 5/8" IRON PIN-BENT 26-11-12-104-002.664-028 26-11-12-104-003.538-028 I- POB-TRACT#1 5"BELOW GRADE I I Q POC-TRACT#2 NW CORNER I SW CORNER POC-EASEMENT- �LOT 202 I © f LOT 24 t� S 89°53'49"W 159.94'(M)(R) I (GRASS)v,rI/,,2 UILDING (CONCRETE) LOT 25O (CONCRETE) C! E. — • N o SURVEY /STORAGE (- TRACT#1 / o -- 0.25 ACRE BUILDING U = �� �OT 202� CT� © L2 SURVEY LINE IS ALONG EDGE ///, b (coNCRtIh) } J . OF CONCRETE 6 N 89°20 27 E 122.23'(M)(R) cc I POB-TRACT#2 'C/L EXISTING 30'WIDE4--1--- C INGRESS/EGRESS EASEMENT w N- POB-EASEMENT 4 r SURVEY TRACT#2 I -. /, al 3 ±0.31 ACRE �� m �OT2>5 ROBBINS PROPERTIES op r` SIDEWALK I Q to LIMITED,LLC - I / ° DOCUMENT 2006-4138 p o N (CONCRETE) 26-11-12-100-004.296-028 z I O o (CONCRETE) W O ��� Q CA w N r• OFFICE , w M N N.- ¢ iv BUILDING LT_I r- m o V o II Z d///Z/ (LOT 202� 4SIDEWALK S 89 58 28 W 123.72(M)(R) SW CORNER 0, 80.01'(M)(R) A 43.68'(M)^ O S 89°58'28"W 136.45'(M) L8"BEOT 202LOW GRADE! 15'PLATTED ALLEY `5/8" IRON PIN POT-EASEMENT • r H 18"BELOW GRADE 8"BELOW GRADEI /� E C I S LOTO 202 R ) O I I (LOT 25)LOT 203 <----1J I I I FIFTH THIRD BANK �- DOCUMENT 2006-2774 LINE CHART 15'PLATTED 26-11-12-104-001.128-028 LINE BEARING DISTANCE ALLEY L1 N 00°33'52"W 15.00'(M) ~ ---T- 1 L2 N 89°25'25"E 9.43'(M)(R) I L3 N 62°30'33"E 31.57'(M)(R) 1 L4 N 00°55'14"E 44.22'(M)(R) SURVEY TRACT#1 DESCRIPTION Part of Lot 202 and 25 in Tower Heights in the City of Princeton, Gibson County, Indiana, more particularly described as follows: Beginning at a 5/8 inch iron pin found at the northwest corner of Lot 202;thence South 00 degrees 12 minutes 47 seconds West along the west line of Lot 202 a distance of 75.00 feet to a set mag nail with washer stamped "HENNESSY LS20200026"; thence North 89 degrees 20 minutes 27 seconds East 122.23 feet to a set mag nail with washer stamped "HENNESSY LS20200026"; thence North 00 degrees 33 minutes 52 seconds West 15.00 feet to a set mag nail with washer stamped "HENNESSY LS20200026"; thence along the edge of an existing concrete drive the following bearings and distances: North 89 degrees 25 minutes 25 seconds East 9.43 feet; North 62 degrees 30 minutes 33 seconds East 31.57 feet; North 00 degrees 55 minutes 14 seconds East 44.22 feet to a 5/8 inch iron pin with cap stamped "K.J. HENNESSY PLS20200026" set at the southwest corner of Lot 24 and being along the north line of Lot 25; thence South 89 degrees 53 minutes 49 seconds West along said north line of Lot 25 and 202 a distance of 159.94 feet to the Point of Beginning, containing 0.25 acre more or less. Subject to a thirty foot wide ingress/egress easement located in Lots 202 and 25 in Tower Heights in the City of Princeton, Gibson County, Indiana, the centerline of said easement being more particularly described as follows: Commencing at a 5/8 inch iron pin found at the northwest corner of Lot 202; thence South 00 degrees 12 minutes 47 seconds West along the west line of Lot 202 75.00 feet to the Point of Beginning;thence North 89 degrees 20 minutes 27 seconds East 122.23 feet; thence South 00 degrees 33 minutes 52 seconds East 111.06 feet to the point of terminus. Subject to any and all easements, agreements and restrictions of record. SURVEY TRACT #2 DESCRIPTION Part of Lot 202 and 25 in Tower Heights in the City of Princeton, Gibson County, Indiana, more particularly described as follows: Commencing at a 5/8 inch iron pin found at the northwest corner of Lot 202; thence South 00 degrees 12 minutes 47 seconds West along the west line of Lot 202 a distance of 75.00 feet to a mag nail with washer stamped "HENNESSY LS20200026" set at the Point of Beginning for the following described tract; thence North 89 degrees 20 minutes 27 seconds East 122.23 feet to a set mag nail with washer stamped "HENNESSY LS20200026"; thence South 00 degrees 33 minutes 52 seconds East 111.06 feet to a found 5/8 inch iron pin with cap stamped "K.J. HENNESSY LS20200026" ; thence South 89 degrees 58 minutes 28 seconds West 123.72 feet to a 5/8 inch iron pin with cap stamped "D.L. HELMS LS29600022"found at the southwest corner of Lot 202; thence North 00 degrees 12 minutes 47 seconds East along the west line of Lot 202 a distance of 109.70 feet to the Point of Beginning, containing 0.31 acre more or less. Subject to a thirty foot wide ingress/egress easement located in Lots 202 and 25 in Tower Heights in the City of Princeton, Gibson County, Indiana, the centerline of said easement being more particularly described as follows: Commencing at a 5/8 inch iron pin found at the northwest corner of Lot 202; thence South 00 degrees 12 minutes 47 seconds West along the west line of Lot 202 75.00 feet to the Point of Beginning; thence North 89 degrees 20 minutes 27 seconds East 122.23 feet; thence South 00 degrees 33 minutes 52 seconds East 111.06 feet to the point of terminus. Subject to any and all easements, agreements and restrictions of record. \\\\\,1 1 1 f 10,// Respectfully prepared by, �\ \,�� ..."1�''% .G\STE . cSN cj21L_._. ,_____ • No. LS20200026 STATE OF = Kevin J. Hennessy, PLS 20200026 .• April 14th, 2022 6NDIAt•1'. �. ,, qN� vyo\, SURVEYOR'S REPORT In accordance with Indiana Survey Standards as defined in the Indiana Administrative Code(865 IAC 1-12"rule 12"),the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of: Availability,Condition and Integrity of Reference Monuments Record Documents Lines of Occupation,and Relative Positional Accuracy of Measurements There may be unwritten rights associated with these uncertainties. The purpose of this original survey is to monument and describe the survey tracts as shown on the plat of survey to assist in creating new tax parcels. The subject tract is located in Lots 202 and 25 in the City of Princeton,Gibson County, Indiana. Real-time GPS equipment was used to locate the found monuments at the lot and tract corners as shown on the survey plat. The Relative Positional Accuracy,as defined by IAC 865,is a value expressed in feet that represents uncertainty due to random errors in measurement of any point on a survey relative to any other point on the same survey,at a 95 percent confidence level. The RPA of this survey is within the specifications set forth by IAC 865 for a"Urban"survey(0.07 feet plus 50 parts per million). Record Documents The parent tract record description recorded in Document 2006-4934 is described in metes and bounds with monuments at various corners. The origin of said description is from a survey by this surveyor recorded in Document 2006-7607. The adjoining Fifth Third Bank tract description recorded in Document 2006-2774 is described in metes and bounds with monuments called out at various corners. The origin of said description is from a survey by Darren L. Helms recorded in Document 2006-882 is referenced this survey. Reference Monuments and Theory of Location In the field research for this survey,sufficient evidence was found,as shown on the survey plat,which provided data to verify or reestablish the record title lines of the subject tract. Unless noted otherwise on the plat of survey,all found and set monuments are flush with the ground,in good material condition and firmly set in the ground. This report provides information on the found monuments that were used to support this survey by identifying each monument by its survey point letter. Variances were found with the measured distance between found monuments as compared to their record calls and are noted on the accompanying plat. Points A,D,E and F—found monuments as referenced in the noted survey by this surveyor for the parent tract recorded in Document 2006-7607. The line between Points A and F is the basis of bearings for this survey. Point B-set monument this survey. Prior set monument at this corner has been taken out due to utility improvements. Point C-set monument this survey. Prior witness point 1 foot south of the survey corner has been taken out due to site improvements. The south survey line of Survey Tract#1 (north line of Survey Tract#2)is established along the centerline of an existing 30-foot wide ingress and egress easement established by this surveyor in a survey for the parent tract and adjoining Robbins tract in Document 2006-7607. Both Survey Tract#1 and#2 are subject to said existing easement. Existing lines of occupation or possession if any exist are noted on the survey plat. Reservations Except as specifically stated or shown on the accompanying Survey Plat,this survey does not purport to reflect any of the following which may be applicable to the subject tract: restrictive covenants;zoning or other land use regulations;easements. Affirmation In accordance with IC 36-2-7.5-5(a),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. Kevin J. Hennessy Certification I,Kevin J. Hennessy,an Indiana Registered Land Surveyor,do hereby certify that to the best of my information,knowledge and belief,the data shown herein and the information given in the report is true and correct and represents a survey performed in accordance with Title 865 IAC 1-12 completed under my direct supervision on April 14th,2022. 41 •.••G\STER•�N 4. ce • No.LS20200026 Kevin J. Hennessy,PLS 20200026 _ STATE OF "-•1/4DIAA`1P• \// S UR /rl/lllllII . . . .., ,. ! I..:11!('''.',7;17r:7. . ,.• ..,..%1-":Jir t'.71 r 7 1:i',;,0:V,ty .il!$.... .: 'rrs7rtrYlIttDIT.,..i.0,1Nti.4;1 1,ros'AI COUNTY: 26-GIBSON . . . rim U.M.MbLE VI ri it.Alt.Nt Nilik E. II 261 1,12-1040/0001 028 990511 I 2022 Pavablo 2023 i Late Payment Penalty:5 ..r-: :: .. •I------q Niay JO, .riarvi tNt*CAME I 1(At Di St itlft ttrf 1 1 ' atTic.1;71, if:/: renZT";fftt cr....:-... .. . 1 do7;oictirmy or i:R,wii;i• c.-,.•::.,.. 1 028-Princorm Cat). ( TOWE'S 1.101 S 25 P1`002 pi i Jun,:'4 2.0i-3 —._ -- , 111111111111111111 $4.528.50 .0 Office Phone; (S12)383.-2540 iVi 11'11PIIPIP111111111"11+"11111'111111111/11ffilill'Illi Pay Onlirse a www,.g9Ftech;ax,pi a ivotr, MTy,i Fi (...;'.1 .ft. PikVily lie. Pay by Phone:(844)82,37--95 -,- '3S11 Joseph Ct i Ntnt burgh IN 4760-b662 ' Retort Payment and Make Check Payabre to: Gib5on County Treasurer 101 N Main St Pmeton,IN 47670 00009.9051113001300452850 1 ..: i... Cln..-NTI:26-GIBSON FALL INSTALLMENT REMITTANCE: COUPO; 1 • IN ri.kA It h11.411i R - r. L :6.41-riz-Jaz.orx;o01.0:8 , 90051i • 202'2 Payable 20V _ I+G VI...DE44,WI flri 5:al nU 44 r:MrtV2P°C21 1.1'1 Z:41 k5pit SI I ii'a 1;1L. '-8•Ptt ncetnn City i TOWER HOTS 25 Pf1202 PT ‘ 1, y_toent.i., I made atter Dei.embei 13,202:1 I . 111 Ft1tv AMOU NT DUE hillV11111 .AlI1 Noember13.2023:' $44050 I Cu&Iip Piupriy LI.C. ---- ,c7678 7 Office Phone:(812)385-2540 3811 Jo5-eph Ct Pay Online at:www,govl.eziltaApro•coin 1 Nit wlyuri h IN 47630,t662 NY by Mont!(844)882-3395 f- / . ,-i ---- . 03 M Check Paybh to. 0000990511000000 4 51050 Princeton.IN 47670 , • ,: t.• '.•';',, A i34 . COUNTY: 26-GIBSON TAXPAYERS'COPY-KEEP FOR YOUR RFCORD' --- , ,,A,1 i..St ktILX DOI ll'in StAlltiX - TAX MAX tii T.DAMN - --------L----= 2ii 11,12.104.000.001.028 4, 990511 2022 Payable 2023 T ...f%ft 1...vvik •00 1.1.UAL DT,b4 110110h --' SPRING-N.14y 10,203 tALL•November 13,2023 I 0.1 nseto,1 C.Ity DATE OF SPATEMENT:04/0312023 r-— TOWER HOTS 25 PT/202 Pr . , TOTAL DIX FOR 22 PAY 23: $9,039.00 . I'A c.IPLI II A DM}NS ITEMIZED CIIARGES • PALL•roi AL i 1 io.-i N Firct Ave PRINCEMN IN 47670 1"---- munsn•r)14, • L-...- .--___Q-N9.9 _., i 0,1 4; Rp Pri:r....71). t.:1..f' :Is i 1 Joseph o. 1 ICIII'VAMP Paretka Tosvnihip , Tax - Delinquent Tax ' Delinquent Penalty Other Assoment(OA) Doling:len:OA TAX Delinqaent OA Pfnally Fc.is Atli,istnients Amount Due S.4, 10.56 40:00 40.00 ' •$18.00 50,00 • S0.00 i0.00 50.00 S4.zit0:33 S0.00 $0.00 9)CO t So.ry) i illv...,,ali Rt.:4 :ii ---. ----s4-'—'5'r----'''8'5° • '..-----"1-',.-.-*(1-", -' 'Baia nee Due :, WC0 '()r..3 s..-7-li-sz ..5:if----147316:41 Newburgh IN 47610-E662 11-570-5-0 ..ii 611 1 Cf 6 Gt —....-.......maixzkaalanakoiar4,11113:1NREIntaliENIENSeamb,sivzsai.oca3.rat.101‘. 26.11.12.104.000,001.028 Arnett&Arnett Inc 108 N FIRST AVE 447,Office Bldg(1 or 2 Story) Princeton off West Broadw 3/4 General Information Occupancy Cll Building Pre.Use General Office Floor/Use Computations 33' Pricing Key GCM Description CII Building 2 Pre.Framing Wood Joist Use GENOFF Story Height 1 Pre,Finish Finished Divided Type N/A #of Units 0 Use Area 2145 sqft Area Not in Use 0 sqft SB B 1 U Use% 100.0% Wall Type 1:1(196') Eff Perimeter 196' Heating 2145 sqft PAR 9 NC 2145 sqft #of Units/AC 0 Sprinkler Avg Unit szjdpth -1 Plumbing RES/CI Roofing Floor 1 ,r - # TF # IF ['Built Up Tile ['Metal t214 Wall Height 10' Full Bath 0 0 0 0 ['Wood ['Asphalt['Slate 69 1s Fr 65 Base Rate $119.22 Half Bath 0 0 0 0 ['other S 2 Frame Adj ($8.26) Kitchen Sinks 0 0 GCK Adjustments Wall Height Adj ($4.10) Water Heaters 0 0 ['Low Prof['Ext Sheat['Insulatio 1 Dock Floor $0.00 Add Fixtures 0 0 5 5 ['SteeIGP['AIuSR 0Int Liner Roof Deck $0.00 Total 0 0 5 5 ['NGSR ['PPS 0Sand Pnl Ad)Base Rate $106.86 Exterior Features BPA Factor 1.00 Description Area Value Sub Total(rate) E106.e6 Patio,Concrete 66 $500 4 Interior Finish Canopy,Shed Type 66 $600 1911 Partitions $0.00 1:(CtTP Heating $0.00 33' 1 NC $0.00 Sprinkler $0.00 Special Features Other Plumbing Building Computations Lighting $0.00 Description Value Description Value Sub-Total(all floors) $229,215 Garages 9 $0 UnitFinishlSR $0.00 1 x Drink Fount $800 RacquetbaWSquash $0 Fireplaces $0 GCK Adj, $0.00 Theater Balcony $0 Sub-Total(building) $239,115 S.F.Price $106.86 Plumbing $8,000 Quality(Grade) $239,116 Sub-Total Other Plumbing $800 Location Multiplier 1.00 Unit Cost $0.00 Special Features $0 Repl.Cost New $239,115 Elevated Floor $0.00 Exterior Features $1,100 Total(Use) $229,215 Summary of Improvements Description Res Story Year Eff Eff Co Base Ad'p Eligibl Height Construction Grade LCM 1 Norm Remain. Abn Im Value 9 9 Built Year Age nd Rate Rate Size RCN Dep Value Obs PC Nbhd Mrkt Value 1:C/I Building 2 0% 1 Wood Frame C 2006 2006 16 A 1.00 2,145 sqft $239,115 25% $179,340 0% 1.0000 1.0000 100% $179,300 2:Paving 2 0% 1 Concrete C 2006 2006 16 A $4.09 1.00 $46,75 2,795 sqft $11,432 80% $2,290 0%100% 1.00001.0000 $2,300 I'" I7'(� ; 117 D 1b3' ���°'�� C� _ A b7g 11 -C 0,4-Rf WITN)timi ,S-ISI6Di - -1 16D 5' % t 9°9 - 6 39r ° �Total all pages $237,100 Total this page $181,600 26.11.12.104.000.001.028 Arnett&Arnett Inc 108 N FIRST AVE 447,Office Bldg(1 or 2 Story) Princeton off West Broadw 114" General Information Ownership •Transfer of Ownership Notes Parcel Number Arnett&Arnett Inc Date Owner Doc ID Code Book/Page Adj Sale Price VII 112312023 23 P 24::All utility storage due to remodel 26.11-12-104-000.001-028 Po Boz 7 Princeton,IN 47670 06129/2022 Cu&RP Property LLC 2022-2959 CO 202212959 $220,000 111612022 Print:: No change Local Parcel Number 0712612006 Arnetl&Arnet<Inc WD 0614934 11-12F-101-062 $203,000 111812018 18 P 19 RE::Changed land. 0612212006 POHL JAMES LIPATRI WD 0614138 $120,000 I Tax ID: Legal 0411511998 11PT112PT113PT TO R WD 98102726 411312012 Business Name:ARNETT&ARNETT $0 I INC TOWER HGTS 25 PT1202 PT 0110111900 A&T CONCRETE SU Routing Number WD 1 $0 1411312012 Print::11512 p 13113 p 14:CHANGED 0.000 Routs PART OF FINISHED DIVIDED OFFICE TO FINISHED OPEN&UTILITY STORAGE Property Class 447 13412 P 13:GAVE OBS ON OLDER BLDG. Office Bldg(1 or 2 Story) Commercial 12 P 13 COMM RA:1016110 VIEWED SLG: REMOVED WATER FOUNTAIN,ADJUSTED LAND Valuation Records(Work In Progress values are not certified values and are subject to change) USES Year:2022 7 P 8:ADDED NEW COMMERCIAL OFFICE BLDG 2022 Assessment Year 2022 2021 2020 2019 2018 7 pay 8--Reduce assessment by 6%of the new office building(8400)and amount of paving(6600)making Location Information WIP Reason For Change AA AA AA COUn the assessment for the new office building for 7 pay 8 tY 01/2912022 As Of Date 01/01/2022 0110112021 01101/2020 01/0112019 05/3012018 -- 131800 Gibson Indiana Cost Mod Valuation Method Indiana Cost Mod Indiana Cost Mod Indiana Cost Mod Indiana Cost Mod Indiana Cost Mod Township 1.0000 Equalization Factor 1.0000 1.o000 1.0000 1.0000 1.0000 PATOKA TOWNSHIP Notice Required QV 0 Cy El a District 028 (Local 028) $63,600 Land $63,600 $63,600 $63,600 $63,600 $63,600 PRINCETON CITY $0 Land Res(1) $0 $0 $0 $0 $0 School Corp 2735 $0 Land Non Res(2) $0 $0 $0 $0 $0 NORTH GIBSON $63,600 Land Non Res(3) $63,600 $63,600 $63,600 $63,600 $63,600 $237,100 Improvement $237,100 $229,200 $229,200 $231,600 $244,600 Neighborhood 190054.028 $0 Imp Res(1) $0 $0 $0 $0 $0 Princeton off West Broadway $0 Imp Non Res(2) $0 $0 $0 $0 $0 Section/Plat $237,100 Imp Non Res(3) $237,100 $229,200 $229,200 $231,600 $244,600 $300,700 Total $300,700 $292,800 $292,800 $295,200 $308,200 $0 Total Res(1) $0 $0 $0 $0 $0 Land Computations Location Address(1) $0 Total Non Res(2) $0 $0 $0 $0 $0 Calculated Acreage 0.60 108 N FIRST AVE $300,700 Total Non Res(3) $300,700 $292,800 $292,800 $295,200 $308,200 PRINCETON,IN 47670 Land Data(Standard Depth:Res 200',Cl 200' Base Lot:Res 0'X 0',Cl 0'X 0') ActualvelFrontageerDiscount0 Land Pricing Soil Act Developer Q ZoningSize Factor Rate Adj. Ext. Infl, Res Market Parcel Acrea a 0.00 Type Method ID Front. Rate Value % Elig% Factor Value 9 11 A 0 0.5975 1.42 $75,000 $106,500 $63,634 0% 0% 1.0000 $63,630 81 Legal Drain NV 0.00 Subdivision 82 Public Roads NV 0.00 83 UT Towers NV 0.00 Lot 9 Homesite 0.00 91192 Acres 0.00 Market Model Total Acres Farmland 0,00 190054-028 Commerdal Farmland Value $0 Characteristics Measured Acreage 0.00 Topography Flood Hazard Avg Farmland Value/Acre 0.0 Value of Farmland $0 Public Utilities ERA Classified Total $0 Farm 1 Classifed Value $0 111 Streets Value $0 or Roads TIF a 91192 Value $0 Supp.Page Land Value Neighborhood Life Cycle Stage CAP 1 Value $0 Improving Printed Wednesday,April 10,2023 CAP 2 Value $0 CAP 3 Review Group 2021 Data Source N/A Collector WSC Appraiser 10/27/2021 CLT Value $63,600 Total Value $63,600 26.11-12.104-000.001.028 Arnett&Arnett Inc 108 N FIRST AVE 447,Office Bldg(1 or 2 Story) Princeton off West Broadw 214 General Information Occupancy Cll Building Pre.Use General Office 56' FloorlUse Computations Pricing Key GCM GCM GCM ' Description ClI Building 1 Pre.Framing Wood Joist Use GENOFF GENOFF UTLSTOR Story Height 1 Pre.Finish Finished Divided Use Area 1882 sqft 1410 sqft 445 sqft Type N/A #of Units 0 Area Not in Use 0 sqft 0 sqft 0 sqft SB B 1 U Use% 50.4% 37.7% 11.9% 31' Wall Type YP 1:2(258') EffPerimeter 258' 258' 258' Heating 1882 sqft PAR 7 7 7 NC 1882 sqft #of Units/AC o 0 0 Sprinkler Avg Unit szldpth -1 .1 -1 Plumbing RESICI Roofing 60' Int: Floor 1 1 1 # TF # IF QBuiltUp°Tile ['Metal 13Br 13' Wall Height 8' 8' 8' Full Bath 0 0 0 0 ['Wood ['Asphalt['Stale S Base Rate $112,88 $112.88 $68.31 Half Bath 0 0 0 0 00ther Frame Adj ($7.40) ($7.40) ($15.78) Kitchen Sinks 0 0 GCK Adjustments 1 Wall Height Adj ($11,00) ($8.72) ($12.12) Water Heaters 0 0 ['Low Prof['ExtSheat['Insulatio Y9 Dock Floor $0.00 $0.00 $0.00 Add Fixtures 0 0 6 6 0SteelGP['AIuSR 0IntLiner Roof Deck $0.00 $0.00 $0.00 Total 0 0 6 6 ['HGSR ['PPS ['SandPnl AdJBaseRate $94.48 $96,76 $40.41 Exterior Features BPA Factor 1.00 1.00 1.00 Description Area Value 09 Sub Total(rate) $94.48 $96.76 $40.41 Interior Finish $0.00 $0.00 $0.00 Partitions $0.00 $0.00 $0.00 Heating $0.00 ($8.90) ($1.33) NC $0.00 ($7.30) $0.00 Sprinkler $0.00 $0.00 $0.00 Special Features Other Plumbing Building Computations Lighting Description Value Description Value Sub-Total(all floors) $308,792 Garages g 9 $0.00 $0.00 $0.00 9 $0 Unit Finish/SR $0.00 $0.00 $0.00 Racquetball/Squash $0 Fireplaces $0 GCKAdj. $0.00 $0.00 $0.00 Theater Balcony $0 Sub-Total(building) $318,392 S.F.Pace $94.48 $80.56 $39.08 Plumbing $9,600 Quality(Grade) $318,393 Sub-Total Other Plumbing $0 Location Multiplier 1.00 Unit Cost $0.00 $0.00 $0.00 Special Features $0 Repl.Cost New $318,392 Elevated Floor $0.00 $0.00 $0.00 Exterior Features $0 Total(Use) $177,811 $113,590 $17,391 Summary of Improvements Description Res Story Construction Grade Year Eff Eff Co Base Adj Size RCN Norm Remain. Abn Eligibl Height Built Year Age nd Rate LCM Ratepue PC Nbhd Mbsrkt ImValueprov 1:Cli Building 1 0% 1 Brick C 1971 1971 51 A 1.00 3,737 sqft $318,392 80% $83,680 1.0000 1.0000 ,2 18% 100% $52,200 2:Paving 1 0% 1 Concrete C 1971 1971 51 A $3.80 1.00 $61,73 4,275 sqft $16,245 80% $3,250 0%100% 1.0000 1.0000 $3,300 Total all pages $237,100 Total this page $55,500