Loading...
Surveyers Certificate - Robb, Walter_8/20/1998r PAUL EUGENE t MaR7 LOIS GFRNAWpN D.4. 161� P. 410 •� —'— —„_ 64 CORNER POrT� FND 0.91' NW OF DONATICN CARNER "I 009 - o�� s � - o0 � JOHN R. FORD oND BGRHFRP J. FORD NORTNWEST CARNER Dr. 3, Cd. B75 1'iIL1Tl4 DON4TIpJ 66 '�' TRAGT-9-'--"--" i: .� !\rru'�dqi! .� .' �.. !<'i, . . I R:'' ! X ' �. . �DONGT�Ql IN--__ � ..n� 1 1 ',��.v .ir.. i� f '� .�;. . �a i. O W. ,. •ar z i :y � ... :� ..�.,.. .. r J N �� 2�0� 40�� °� W TRAGT 3 r� i �� 391692.6 S�. FT. , 3 g � t8.99 ACRES' �__�_`-�� u��u . , �•IZ: . i�. � ;�� . . , o � ACREAGE I � TRAGT 1 1.31 AC SK�iTON FAt�IILT . TRALT 2 11.11 AC LIMITED PLATNER5I:IP • • •t��. n�ril�.i: �� � B.9B AL D.R. 9�, P. 2"1d � � TOTAL YEISUREU ACREAGE 2162 AC (RCCORD ACRPACE 222 AC) POB • N �33'S3 . . i I � .in.:� i�.�.. � TR.4LT 2 P i S B133$—�,� 9q��.' .i• '�� !' D N7Y� P. 2B4 di I o � REFERENCE DGCUMENT e �� W� � �..,: :,�_�� �.��LEGEND' i: :�I�,r;. � I� WALTER ROBB AND ' - �j I � � I'1ARCELI'A" ROB6 . •. � • �u .° .. • �• � ,::., ' � _ sro�ve (r.vn): , : . m.y � D.R. 1173; P:�:179,.:�.! J 3n�:• .. .!� un u._..�. _ S/B•�AZBAR'x/CAP �'�, � .. . ,.� �.:�li,�.::! ,;�ik� i: t,X::..,.._. „i ��t.<<r I:...�,: � �� sruiren zveooae��ser) Z'ry � . . ...:.. ... . . . � ;.., .. ! . . �. _� ruNCxeu ans (ser) I. �hY•. :i;.�.r;. „�d � � •• PEFCE�PoSI'•••••. r_ � . . • :;��'ci:�•:•.:I�.•.:i��:� .q '�RItS'-' RAIL�ROAD SPfI� �I . ' . .. .. C N� ' i�_•" 1�: f—%—.-%=�-%. -b PARY 7YPBfPE.\C6 � _ {'� . .. .i . • . . ,.?i�= =� =:��PROP@lTY.IlNE m� ; TRAGT.:2 novenoN uxe 1� 464026.2 S0. F7. :!:,,;ir •.. .,�:•..:•-���-�---- - rwserzsr�z� � � tll.11 ACRES " ' ���� � . . _ ... .. .'•�J � ..� ,����,,,;.�.�.•.u.. ,,�,_�' .,.��y.J. Z ' - �:. � d' . •i � „•in?•. \C. !. �t ;i ..i ; ._. � r.i, � � . i ,,.,, ,;SURVEYOR'S+STATEMENT, • ;i 50' WGRE55/.��i I ' ' ..: `.L�i: I �p � iIR:�... .iii��n• tiii ::.��. �...:' .. ...r..: n..�� .��u,. EGRE55 E..MIT � ..��. �!� i�U��� Kevin W. Rcurlad, m Irdian Regintered.Lud Svrvryor, W FAVOR OF ' � � 9 ET47`W"W:n.1�• .�m " do hereby'c<rtliy'th6t,- to the beet oF mY�infama[IOn, TR4GT 3 � � �� . d`�:{•�, z,. .�;. .�: i� io,owieea.a,a �,banet;� sne dbva: via�: re�,�,nt, o' ���y � I��, 1y�: ,perfamed��n �eordare with B65 IAC I-I2 witFdn the � ' x• �S�G -. p� �' •.eGUtliceti'w» For e Clm� C Swev ad vnoleted vder 1 'u� �i..�LX�d,!�.� :I.. :J�Y diroct.wG�Msi'af an�py�wt IB,.1990:..-.� TRAGT I �� � 57224.1 SQ. FT. r, I, ue.���.Zn,i :� l,n..::l....f i�:.inn:.d `� r. .��. ..�: t1.31 ACRES � . ��:��er w}•,w.,'�e.,r.�.Ztl.. �:...,.,. , � - -i q' a� ' ��,,:, w. aw�io,e e/zo�9H I i � A� '• I 1�'� � IN LS W. 1�1600015 w ttu�iy z I S�� � I � ti ��� Q I j}ry ?JC �z a� aap u� x � «PP. LLCATION OF T�E SOUTNWEST CO2NER OF MIL171n 7JNGjION 66 x � N Os'115?' W L-164.91' TRACT 1 �4W.45'" .R.IBO.60' :N�164.05� j�.�;` �.:_ �,�'W.SB:61'vin 11'�!Lu� RG�581'SB4B E • � �:r f a •`SL"%63.U". CBRG.N42'26'17',W�:Ui - R.180.60": : JpJN R. FORD oND:� l'WG2.62�: .� P?RBt�RA fORD : �G.561'47�32 E D.R. ISI� P. I41 SI.qEVr � : !��'�.(l:n...�h.��:. � .',`1�NW R�w( ,,,��%: p1SiFh'''•.''L : ,�,.�y �. . � , � ;� N0. ; � 1519600015 �; t •.••:�,• 9TATE OF + ��yti�'�;OI ANP �nP �< ' �O�"��+'�` •'ORIGINAL SURVEY WALTER & MARCELLA ROBB Re(. Doc. D.R. 173, P. 179 � Part of Mllltla Donntlon 88, TlN R101/ - Gibeon Co., IN STRADTNER, RO�PLAND & ASSOC:,"`INC. 6u�ioeers - LanA Surveyors i 51B Mein SYreet, Viocennes !N f759! /B/2J BB6-I25s � o��e I.ne Ho.. I sx�ri xo;: � � S� Stradtner, Rowland 6i Associates, Inc. Engineers • Land Surveyocs 518 Main Saea Virnnm, QJ 47591 Tdephonc(812)6864?54 Fv:(81ZIb9b1337 EhLi1 m@v.c.net Legal Description Parent Tract: D.R. U3, P. 179, +/- 22 qcres, Surveyed Descriptioo Tract 2 Part of Militia Donation Sixty-six (66), Township One (1) North, Range Ten (10) West, in Gibson County, Indiana bound and described as follows: Commencing a[ a 5/8" rebar with cap s[amped 296000I5, marking the Northwest Comer of Miliva Dona[ion Sixry-six (66), Township One (1) North, Range Ten QO) West, thence along the NoRh line of said donation, South 84 degees 00 minutes 00 seconds East, 501.60 feet to a stone; thence paralleling the West line of said donation, South 06 degees 18 minutes 56 seconds West, 791.56 feet to a 5/8" rebaz with cap stamped 29600015, said poin[ being the Poin[ of Beginning; thence wntinuing South 06 degrees 18 minutes 56 seconds West, ll 23.62 fee[ [o a railroad spike in the crnter of State Road 56; thence along the centerline of said road along a non-tangrnt curve to ihe leR, concave to the Southwest, having a radius of 180.60 feet and arc length of 58.87 feet, a chord bearing of North 42 degees 26 minutes 17 seconds West and a chord distance of 58.61 feet to a railroad spike in the center of said road; thrnce Nonh 02 degees 12 minutes 55 seconds West, 14839 feet to a 5/8"rebaz with cap stamped 29600015; thence South 87 degees 47 minutes 04 seconds West, 55.42 feet to a 5/8" rebar with cap stamped 29600015; thence North 02 degees 12 minu[es 55 seconds Wes[, 2I535 fee[ to a 5/8" rebar with cap stamped 29600015; thence South 87 degees 47 minutes 04 seconds West, 160.19 fee[ [o a 5/8" rebar with cap stamped 29600015; thence South 02 degees 12 rtunutes 55 seconds East, 302.79'feet to a railroad spike in the center of State Road 56; thence along [he centerline of said road, South 87 degees 50 minutes 53 seconds West, 237.85 feet [o a raitroad spike in the center of said road in the West line of said donazion; thrnce along the West line of said dona[ion, North 06 degces 18 minutes 56 seconds East, I 110.26 feet to a 5/8" rebaz with cap stamped 29600015; thrnce South 81 degees 33 minutes 53 seconds East, 501.94 feet to the Point of Beginning, containing 1 l.l 1 acres more or less. Subject to an easement 50 feet in width along the entire West side of said iract for the putpose ofingress/egress. .'�j�N W : R�k'(9 % �` 4i '015Tp : r;:� �•.?o+ t i No. • 4529600015 .; + . STATE OF t ��qti�'�;OI ANP pP�< i �,,.t„� Z✓ � ��r„i��.�•../ Kevin W. Rowland N�,�/�;. L.S.29600015 '••pq.n�PP`, . Project #98KR-002 Page 3 of 5 ' � � S� Stradmer, Rowland & Associates, Inc. Engincers - Land Surveyos S 18 Main Sve¢ Yimnne, QJ q7591 Tdepha� (8l2) 666A254 Fm (812) b8b1337 EMaik ua@mc.ne[ l.egal DescripHon Parent Tract D.R 173, P. 179, +/- 22 Acres. Surveyed DescripHon Tract 3 Part of Militia Donation Sixry-six (66), Township One (1) North, Range Ten (10) West, in Gibson Counry, Indiana bound and described as follows: Commencing at a 5/8" rebar with cap stamped 29600015, marking the Northwest Comer of Mili[ia Donation Sixty-six (66), Township One (1) North, Range Ten (10) West, said point being the Point of Beginning; thence along the North line of said donation, South 84 degrees 00 minutes 00 seconds Fast, 501.60 feet to a stone; thrnce paralleling the West line of said donation, South 06 degrees 18 mirmtes 56 seconds West, 79L56 feet to a 5/8" rebar with cap starnped 29600015; thence North 81 degrees 33 minutes 53 seconds West, 501.94 feet to a 5/8" rebar wi[h cap stamped 29600015 in the West line of said donation; thrnce along the West line of said donation, North 06 degrees 18 minutes 56 seconds Fast, 770.23 feet [o the Point of Beginning, containing 8.99 acres, more or less. Together with an easement 50 fee[ in width along the en[ire West side of [he adjoining +/- I 1.11 acre Vact to the South for the purpose of ingess/egess. ,,,,�.����,,,, ,,,\NW. RO{y•,. : i'.���15TfqF�'p-,``•.. •i � � :' No. : . LS29600015 : + .: 57ATE OF �: �y `�h'DI ANP: rQ, ,�' %,�(rQ'SU,��O �• �ie.�.-�.,� Zv �+�,��,�1 Kevin W. Rowland 6/z�/9a L.S.29600015 Project #98KR-002 Page 4 of 5 � � S� Stradmer, Rowland 6i Associates, Inc. Engineecs - Land Surveyois 518 Main Svee� Vincenn�x, P147591 Tdrohonc (81?) 886425q Fu:(812)6861337 EMaB: m�ncntt Surveyor's Report In accordance with Indiana Survey Standards as defined in the Indiana Administrative Code (865 IAC 1-12 `tvle 12"), the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and comers established on this survey as a resul[ of: a.) Availabiliry and condi[ion of reference monurttenu. b.) Occupation or possession lines. c J Clarity or ambiguity of the record description used and/or adjoiner's description. d.) 'Ihe theoretical uncertainty of the measuremenu. a.) lhere were no reference monuments called for on the previous description; however, the North property line was established by using a line from a s[one found on the Northeast comer of the parent vact [o the railroad spike on the Northwest comer of Militia Dona[ion Sixty-tluee (63). The iron pin called for at the Southeast comer of the Jones' tract, (Dr. 2, Cd. 7362), said comer being the Southwest comer of Militia Donation Sixty-six (66), was not recovered; however, the fence comer pos[ in this location was used in the establishmen[ of [he West line of said donation. This comer post was accepted after the distance along the South line of Mili[ia Donation Sixty-Ihree (63), was verified. b.) Farm rype fence meanders as much as 3 feet along portions of both the East and West property lines o£the paren[ tract. The West property line of the parent tract was arrived upon by establishing a line from the Southwest comer of Militia Donation Si�cty-six (66) [o its intersection of the record distance from a stone found at the Northeast comer of the pazent tract. The South propecty line lbllows the cen[erline of State Road 56. Tl�e Fast property line parallels the West line of Mililia Donation Sixty-six (66) as stated in the parent tract descrip[ion.(D.R. I73, P. 179). c.) The record description states the acreage to be+/- 22 acres. As a result of field measurement, the pazent vact's acreage was detem�ined [o be 21.42 acres. The Ford tract contained in D.R 172, P. 284, had a closure error of 57.76 feet. d.) The Theore[ical Uncertainty (due [o random errors in measurements) of [he comers of the subjec[ iract established this survey is within the specifications for a Class C Survey (0.5') as defined in IAC 865. The within described tracts do not lie in that Special Flood Hazard Area Zone A as scaled on U.S. Dept. of Housing and Urban Development Flood Ha7ard Boundary Map, Panel No. 180434 0002 A dated April 28, 1978. �,........,,, /j � J�c��:R�W�.� r,....�,� �.t/. �C! ��a�� ' �r, !�sr .f,:� �•., p; Kevin W. Rowland B�zo�98 xo. 5 L.S.29600015 : 1529600015 •: + _ . STATE Of Projx[ H 98KR-00? -'a���°un���pd� Page 5 of 5