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Surveyers Certificate - Strickland, Shirley_6/12/2009� r.l.: azs-0?-ee.rnerz. e.l Gl�nt Steve Qoernrr LEEND � O' oM+..n w rotld Q' ����n�ie �. � - tnm .�.� �u.m .p- st.. nl.t�. elrt'r0ea i m lb s1Lr. mt[ usl IlIM tnL atrmr �- Jrm ue) /pIM yE' OII. ot.te. �o- n��o. pr�ar O_ 0 n[)�l�OfteY�Tb�ftW ■ - ..owu xe rtun � .�n p btl[�C��p`l/nK�1bA !�q /urtrr IM RS SOIJ] hl - /1�)0 �ewuvR trl - Oiee ietuv �v� - c•ltul.ero - a�`I�P � o/ tN MYIIr QITtK O/ gL imv0'la"E � - Lpf Wff OI • Instruoent FG 1 OF . ?i ip°i ini iii534` PART � 7tE '..'QlT1£AST QLIR7FR � 7!E S�'l71ELST B'LlR7EA O�MSE'C�T7l7V (351. TDMI�fIP (2/ S�/73G RIA6E � ��. rm�a.a.sn «awi tivvrv ru�r.u. �� � � � 1 � � N W�E S SC�LE �. � �. � ■ I II f'vl lil I IQ� J4 r ��� a P�i T��T� : iled Por fi=� urd in pOC�I�B�T �2a0so000z» . GIRSON cDUNTY� INDIA:IA �p� �� yAICAiO �f � uE6P•IE 5 UETHINGTOFJ OM6L SHIfILEY L. S7RIda1U0 Lil-�3-?OpE At �j$:,�:1' nn. FUFVEYS ?ii.n0 : �. I. ReE J. Kurobr. • f�pf�teraU LwW 9UrvtYOt' ln tlw 9t�te of InClan�, Eo nmOY cerilY tBlt ttlf� �u'rry v pKlollC uMe1' W OflVCll� W to tl�e ENt of � km�r]WW eM W]ief na eittuteU aCCOr01rp to i�t]e BO}t-/2. aasvlu�tv. 0 SV�Fr saim� sMr IO.11 Mf 40 qL�lfa]I OY tRl C/'[� [w' i�)Iq/ � FRGD J. KUESTER Engineer & Land Surveyor 1792 E. 600 S. Ft. Branch, [N 47648 Phone (812) 753-0843 LEGAL DESCRIPTION � InsCrument FG ? OF ?i ii iEi,iiJiinS J+S Part of the southeast quarter of the southeast quarter of Section (35), Township (2) South, Range (9) West, in Columbia Township, Gibson County, Indiana, and more particularly dcscribcd as follows: Commencing at a 2" iron pipe found 5" below grade marking the southwest comer oE said quarier quarter section; thence 1�`orth 89 degrees 07 minutes 30 seconds East along the south line of said quaner quarter section four hundred ninety-six and ninety hundredths (496.90) feet to a 5/8" iron pin found 3" below grade marking the initial point of beginning of thc following described real estate; thencc North 36 degrees 57 minutes 08 seconds East Five hundred forty-nine and sixty hundredths (549.60) feet [previous deed record 550.00 jeer] to an iron axle found flush; thence North 30 degrees 08 minutes 18 seconds East onc hundred and no hundredths (100.00) feet io an iron axle found 10" below grade; thencc North 30 de�rees 08 minutes 1 S seconds East four hundred ten and fifty-one hundredths (410.51) feet [previous deed record 40430 feet] to a 5/8" iron pin set flush (with cap LS �S0137); thence North 21 degrees 41 minutes 41 seconds East two hundred and lifry hundredths (200.50) feet to a 5/8° iron pin set flush (with cap LS #50137); thence North 89 degrees 26 minutes 41 seconds East two hundred thirty-diree and eighty hundredths (233.80) feet to a 5/8" iron pin set flush (with cap LS NS0137) on the east line of said quarier yuarter sec[ion; thence Soudi 04 degrees 15 minutes 46 seconds �Vest along said east line one hundred ninety-si�: and fifty-eight hundredths (196.58) feet to a 5/S" iron pin sct (lush (with cap LS #50137) on the west fort}�-ninc foot right-of-way line of the railroad; thence South 39 degrces 4V minutes 57 seconds West five hundred ninety and sixty-cight hundredths (590.68) feet to a 5/8" iron pin set flush (with cap LS #50137); thence Norlh 72 degrecs 57 minutes 18 seconds West eighty-five and no hundredths (85.00) fect to a 5/8" iron pin set flush (with cap LS #50137); ihence South 37 degrees 58 minutes � I seconds \Vcst five hundred si�ty-one and Forty hundredths (56L40) fect to a 5/8" iron pin set flush (with cap LS i1S0137) on the south line of said quartcr quarter section; thence South S9 degrees 07 minutes 30 seconds West along said south line sevcnty-fi�•e and ninety-sir hundredths (75.96) feet to the point of beginning. CONTAINING 4.448 ACRES, MORE OR LESS. Subjcct to any casements and right-of-ways as set out in deed record Document #98-5274 and per dccd record dccd drawer 5, card 3591. Also, subject to all other legal right-of-ways and/or easements. SURVEYOR'S CERTIFICATE: I, Frcd J. Kucster, a Registered Land Surveyor in the State of Indiana, do hereby certify that thc above description is true and correct and composed afrer a field survey of the area. Witness my hand and seal this 22nd day of February, 2008. �: KUf 0(p8TE1jf,9�,<n . ` Q °'t 'A� red J ester, L.S. No: S 0137 �,� Ind. Registration #50137 BTATE OF S • � Iostrament F'G 's 0� FRED J. KUESTER ''-"1z'i'�'�rj5�{:, Engineer & Land Surveyor 1192 E. 600 S. Ft. Branch. IN 47648 Phone(812)753-4843 LEGAL DESCRIPTION Part of thc southeast quarter of the southeast quarter of Section (35), Township (2) SouQi, Range (9) West, in Columbia Township, Gibson Counry, Indiana, and more particularly dcscribed as follows: Commencing at a 2" iron pipe found 5" below grade marking the southwest comer of said quarier quartcr section; thence North 89 degrees 07 minutes 30 seconds East along thc south line of said quarter quaRer section five hundred sevenh�-two and cighty-six Imndredths (572.86) feei to a 5/8" iron pin set flush (with cap LS #50137) marking thc initial point of beginning of the following described real estate; thence North 37 degrees 58 minutcs 51 seconds East five hundred sixty-one and forry hundredths (561.40) feet to a �/8" iron pin set flush (with cap LS #S0137); thence South 72 degrees 57 minutes 18 seconds East eighry-five and no hundredths (8�.00) feet to a 5/8" iron pin set flush (with cap LS #50137); thence i�orth 39 degrees 4l minutes 57 scconds East fivc hundred nincty and si�ty-cight liundredths (590.68) feet to a 5/8" iron pin set flush (with cap LS #50137) on the west forty-ninc foot right-of-way line of thc railroad; thence South 21 degrees 20 minutes O1 seconds West along said right-of-way eighty-three and forty-three hundredths (83.43) feet; thence South 20 degrees 37 minutes 40 seconds VVest along said right-of-way one hundred seven and sixty-nine hundredths (107.69) feet; thence South 19 degrecs 53 minutes 12 seconds West along said right-oC-way onc hundred four and ninety-cight hundredths (104.98) feet; thence South 19 degrees 14 minutes 46 seconds �Vcst along said right-of-way onc hundred four and thirty-three hundredths (10433) fcet; thence South 1R degrees 30 minutes 07 seconds West along said right-of-way one hundred five and sixty-diree hundredths (105.63) feet; thence South 17 degrees 53 minutes 3fi seconds 1Vest along said right-of-way one hundred one and fifteen hundredths (101.15) feet; thence South 17 degrees 18 minutes 03 seconds West along said righ[-of-way one hundred hvo and fifty-six hundredths (102.56) feet thence South 16 dcgrecs 3� minutes 28 seconds West along said right-of-way onc hundred one and ninety-one hundredths (]01.91) fcet thcncc South 15 de�rees 52 minutes 43 seconds West along said right-of-way one hundred and twenty-nine hundredths (100.29) feet to a mag-nail set flush on the south line of said yuarler yuarter section; thence South 89 degrees 07 minu[es 30 seconds Wes[ along said souih line five hundred fourteen and eight hundredths (514.08) feet to the point of beginning. CONTAINI\`G 5.004 ACRES, MORE OR LESS. Subject to any easements and right-of-ways as set out in deed record Document #98-5274 and per deed record deed drawer 5, card 3591. Also, subject ro all other legal right-of-ways and/or easemenis. SURVEYOR'S CERTIFICATE: l, Frcd J. Kuester, a Registcred Land Surveyor in ihe Sta[e of Indiana, do hereby certify that thc above description is we and correct and composed afrer a field survey of the area. �Vitncss my hand and seal this 22nd day of February-, 2008. o a:�KUfs ;�eisreRF. T�� . P o•. p Fred . uester, .S. No: S 0137 3 � Ind. eg�stration HS0137 8T11TE OF SU ! � • FREDJ.KUESTER Instr!�ment F'� 4 n�` �- Engineer & Land Survcyor 2uo3i�uoo53a` 1792 [. 600 5. Ft.Branch,IN 47648 Phone (812) 753-4843 SURVEYOR'S REPORT In accordance with the Indiana Survey Standuds as defined in Indiana administrativc codc 8G5. this document is crea[ed in order to report opinions and observations regarding the amount of uncertainty in [he location of lines and comers found or established this survcy becausc of thc lollowing: 1) availability and condition of reference monuments, 2) occupation or possession lines, 3) clarity or ambiguity of the record description used and/or adjoiner's descriptions, 4) Ihc rciativc positional accuracy of the measurements. Part of Sec.35,T-2-S,R-9-W, Columbia Township, Gibson Counry, Indiana. Client: Steve Doerner File: 2008-02-doernecrep 1�his survey was requested to assist in creating a new tax parcel. The deed record of the parent trac[ is Document #OS-2143 & deed drawer 5, card 3591. �3EF1' RFNCE ,t10NUMENTC The southwesi comer of the southeast quarter of the southeast quarter of section 35 is a lound 2" iron pipe. The origin of which is unknown, however, is used and acccpted on this survev. Thc monument varies 3.2 feet north/south and 2.17 feet easUwest from a calculatcd midpoint of a line connecting the southwest and southeast corners of the southeast quarter of said section 35. The northeasi corner of section 35 is a found mag-nail. The nail is apparently established by Brian Resenbeck, L.S. The location is said to be over a position isolated by a magnetic locator and vcrified per reference ties, all as per said Resenbeck survey. The found monument is in line with old woven wire fence proceeding norcherly and southerly from [he found mag-nail. 'I�he found monument is used and accepted on this survey. At the southeast comer of section 35, no monument could be found. A county road bridgc over a railroad has likely destroyed any previous monument marking this scction corncr. On this survey, the corner is established along the township line at the record distance of 77.22 feet cast of the northwest comer of section 2, t-3-s, r9-w. This distance of 77.22 feet appears lo be derived Gom the previous record of ].17 chains. Said distance of 77.22 fcet is stated as per the comer reference book in the Gibson County Surveyors ofGce. Also, said distance a� 77.22 feet is shown on documents previously received from }larry G. Morrison, L.S., former counry surveyor. The said noRhwest comer of Section 2 was established by this surveyor as shown on a survey dated March 17; 1994 (recorded as Doc.Et95-2098). A railroad spike is shown to mark the said section comer. On this survey, the said railroad spikc previously marking thc comer is not found and is tikely destroycd after construction of thc coanty road bridgc. Howcvcr, an accessory monument (railroad spike 2" below grade) is found 160.00 fcct east of the said scction corner. The said accessory monument, along with alignmen[ with multiple monuments to the east, is used to re-establish the location of the said northwest comer of scction 2. This calculated location results in the center of thc county road and coincidcs with record surveys (Doc.#06-7397 & 06-7378) in the vicinity. The resulting location of the southeast corner of said section 35 varies 33.22 feet east of [he localion indica[ed per the ;idjoining deed record to die cas[ (Doc.#98-5274). Also, said resulting location of the section corner varies 3.9' east & S.T south of the location shown on said sur��cy by Brian Resenbeck, L.S. dated �/12/2006. Thc cast line oCsaid section 35 is established along a line connecting the nortlieast and suutheast corners of said section. Between said two comers, coal mining has disturbed most of tlie land and no other monuments couid be found. LINESOFPOCS . 410N: The south line of the pazent tract is within the counry road right-of-way. Along the east line oi the parent tract, the railroad right-of-way is the apparen[ line of possession. Along the west line of the parent vact, the possession linc mosdy coincides with die survcyed line. At the north portion of said parent tract, the possession line is mostly not apparent, and said north line appears to have been disturbed by coal mining in the northerly vicinity. page 1 of 2 >i l • . 1 FRED J. KUESTER Engineer & Land Surveyor 1792 E. 600 S. FL Hranch,IN 47648 Phone(812)753-4843 � Instrum?nt F'� S OF : Lii I$f.nlQQ`345 RFC'ORD D C RIPTION.S -The surveycd tract is composed in two deeds. One being a quit claim deed to Shirley L. Strickland Trust (OS-2143). This deed describcs threc traci (in the vicinity of this survey). The 5.94 acre parcel is a portion of the surveycd tract. However, the said quit-cfaim deed describcd a 0.18 acre parcel and a 0.86 acre parcel. It appears that these two parcels (O.18 & 0.86 ac) have been deed to Black Beauty Coal Company as described in Doc.#98-5274. Therefore, said two pareels (0.18 & 0.86 ac) are not included on this survey. A second deed (D.D.S, C-3591), describes a 4.20 acre parcel in metes and bounds. "fheretore, the two previously described 4.20 acre &: 5.94 acre pareels are those which make up the parent tract on this survey. C'URtYE2S(G��OET1i�SS1B,IFCT�ACT The southwest comer of the parent tract is a found monument, measured ro be on the established south U4 1/4 section line and at the record distance east of the southwest corner thereof. Along the north line of the parent tract, irons are said to mark the corners, however, could not be found. The south line of the adjoining parcel to the north (Doc.�03-1212) is u�ablislied as shown on said survcy by Brian Rcscnbcck LS datcd 5/1 2120 0 6. Conirol from said survey is obtained and used to re-establish said line. It is noled that said line vazies as much as 3.44 feet south of the location indicated per the deed record (that being a nortl�lsouth dimension of 310 feet). The northeast comcr of the parent tract is cstablishcd at the intersection of the east sec[ion line with the said south line established by Brian Resenbeck LS. The northwzst corncr of thc parent tract is [hen established on said south line and using the record distance of 233.80 Icet for the north line of said tract. A comer is established according to deed record 200.50 feet southerly of said northwcst corner. The interior angle of the record bearings along this line and the north line is used to establish alignment for said comer. The resulting location is +/- 1 feet easterly of a fence. Along thc south portion of the west line of the parent tract, axle's are towid or re-set accarding to the decd record. These monuments are called for and considered controlling. The east line of the parent tract is established 49 feet west of the physical centerline of tlie railroad. New corners intended to create following this survey arc established on or within thc bounds oCihe parent tract and at a location desired by the client. �'LASSIFIC'ATlON OF CURVEY� Suburban Survey (0.13 feet (40 millimeters) plus 100 pans per million). page 2 of 2 d. K No: S 0137 8TA7E OF � � Pred J. K er L#50137 February 2, 2008