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Surveyers Certificate - Lynch, Donna_1/10/2008F.�� to B Surve�ing, Clc � tol�' ,,,.,,,;.,:�: _.�:,: ,..�> nfn,r �i �� eln,� y:.'1•mL � I:ill--" . �6 'IJOrt! Sth Street . Vincennes,t'1J4i59� g= .-.��.:��:��:.:,(��.�i�: ,�. . Pfioned-J'ax (8u188_�oa�6 . e-mniL nto6Evs6cgfa6aC.net /I\ 7j ��.�i,:,:�n��.n.�,:!:�q�; Surveyor's Report ln accordance with the Indiana Survey Standards as defined in Tide 865, Article 1, Rule 12 of the [ndiana Administrative Code, the following opinions and observations are submitted regarding the various unce�e�n�o��es and comers escablished this survey as a result oF. • Availabiliry, Condition and Integrity of Reference Monuments; • Record Descriptions and Plats; • Lines of Occupation, and • Relative Posi[ional Accuracy of Measurements There AfA}' BE unwritten rights associated with [hese uncertainties. JAN 1 0 2008 �� GIBSON COUNTY AUDITOR The relative positional acwracy (due to raodom errors in measurements) of the comers of the subjec[ tract established this survey is within Ihe specifications for a RURAL" survey (016 feet plus 200 paru per million) as defu�ed in `Rule 12". There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may be found survey markers near, but not precisely at, some boundary comers. In cases where the ma�nitude of these differences are less than the Positional Accuracy stated above and less than the uncertainry identified for the reference monumentation (discussed below), [he differences may be considered insignificant and are shown only for purposes of mathema[ical closure. Such differences that are greater [han ihe Positional Accuracy and the uncertainty in reference monumentation should be considered worthy of notice and are [herefore discussed further below. PURPOSE This "Retracement" survey was ordered by Cindy Kissel [o establish the lines and comers of [he proper[y described in Instrument Number 96-2146. The property is located on the North side of State Road 64 at the intersection with County Road 3SOE. The current description of record does not reflect the recent conveyance of 42.80 acres to Chad Begle. Control monumenu for this survey were established on-site by GPS real-time kinematic measurements based on a local coordinate grid established exclusively for this project. All distance measurements shown on the survey aze ground dimensions. This report applies to a survey by A to B Surveying, LLC. under the direct supervision of Brian Resenbeck, R.L.S. Indiana Registration No. 29800018. RECORD DESCRIPTION Ownership showo hereon is per county and township rewrds indicated or in tide work provided by others. A to B Surveying, LLC. azsumes no responsibility for the correcmess of the public records or information supplied by others. Record description for Tide Tract is part of a warranty deed recorded as Instrument Number 96-2146. The property is described in three tracts as follows: ~"�, TRACTI Twenty-five (25) acres off the north side of the Southwest Quarter of the Southeast Quarter of Section 15, Township 2 South, Range 10 West. TRACT2 The East Half of the Southeast Quarter of Section 15, Township 2 South, Range 10 West. TRACT3 All that part of the Northeast Quarter of the Northeast Quarter of Section 22, Township 2 South, Range 10 West, lying North' of the right-of-way of the Southern Railroad, EXCEPTING the following described trect: Part of the Northeast Quarter of the Northeast Quarter of Section 22, Township 2 South, Range �0 West, more particularly described as follows: Beginning at a point in the west line of said quarter quarter section 372 feet south of the northwest corner thereof; thence south and along said west line 650 feet to a Sl8-inch iron on the north 30 foot rightof-way line of Highway #64; thence east along said north rightof- way line and paralleling said highway, 528 feet to a 5/8-iron; thence north and parallel to the west line thereof 450 feet; thence north 69 degrees 15 minutes west 564.61 feet to the place of beginning, containing 6.6666 acres in said exception, and leaving after said exception 23.34 acres, more or less. Page 07 of OS .� to B Surv e � ing Clc � ,;� ; � ..,,_:.�� ;....,'.�.:. ; ��..� ,,; ...,,;,. . � _;to ;�� ,.�:., , � L.. . ; . _i .. a6lJnrtb itk SVee[ • Vinrennet.I:N4i59� """"•°�:,";,,"'.. . PhnneB-jaz (8u188�-oq76 • ¢-mai! atob@tbcgCa6aCnet �:•. Ij c..v,.��,i��.i,:.n:m:q: A right-of-way grant, daced April 4, 1929, (file number 40562) conveys right-of-way from the North right-of-way of the railroad to the Nonherly ri�ht-of-way of State Road 64 as shown on the drawings. In June of 2007, two parcels were prottacted out by survey (and conveyed via lnsvument No. 07-4288 and 07-4289 (graniee: Chad Beele). Deed plots of subject property and adjoining tracts did not reveal any obvious gaps or overlaps. New descriptions based on this surve}' are prepared to re(lect modern surveying dimensions and monumentation (See end of this report). The Uncerlainties in Record Description. none noted. RECORD MONUMENTS Survevs of Record/Called for monuments Survey of adjoining property (Begle property) by Andy Easley Engineering (Don Gries, RLS), dated June 18, 2007. Gibson Counry Corner Records indicate the following comers: FJ4 comer, Section 15 —"irod' — A 1!2" iron pin was found at the N W wmer of a fence post. Remains of an old fence line were noted to the East and West. The iron pin/post falls in the apparent center of an old A'orth/South roadbed as detertnined from dw fence locared along each side of the road along the Eazt line of Section IS. Additional measurements to monumenu at the NE and SE comers of Section 15 indicate that comer is within 4.00' of the midpoint between [he corners. SE comer, Section 15 —`1-1/2" axle over boat spi}:e" — A 1-1/2" 'von pipe waz found and accepted marking this comer. The location of the iroo pipe is consistent with reference tie dimensions provided in the comer records. S/4 comer, Section 15 —"iron ba�' and "o bolY' — A 5/S" iron pin with a 1-l/2" square head u�as found that measures within O.P of the midpoint between monuments at the SE and SW corners of Section 15. Center of Section 15 —"stone" — The stone was located on a 1998 survey by Fred Kuester, RLS and fiuther referenced per the aforesaid Easle}• Engineering survey. El4 comer, Section 22 —"brick and iron rod" — A search of the area did not turn up any evideoce of the monument or the reference ties. The monument most likety was not perpetuated after the cons[ructioo of Counry Road 350E. Center of Section 22 —"srone" — An irregular-shaped stone (approx. 9" x 1 l°) was found and used. The position of the stone is wnsistent with possession in the area. The adjoining tracu (Beard, Deed Drawer 4, card 8958 and Beard Instrument No. 84-5881) cails for S/8" iron pins at the comers and calls the lines along fences. Theon• of Location in [he Establishment o( Lines and Corners The SF/4 of Sec[iou 15 was established using the aforementioned monuments. A"male" sucker rod was found and accepted marking the N W comer of the FJ2, SFJ4, Section 15. The monument is called for in several descriptions in the area and is at the intersection of an old fence line to the E, W and S. The position of the iron is 4.8' N and 3.4' W of the midpoint of the North line of the SEJ4. A 12" iron rod was found at a fence intersection at the SW comer of the E2, SEJ4, Section 15. The iron is called for in descriptions in the area and is consistent with dimensions noted in a legal survey recorded in Surveyor Record Book 3, page 3T . The South lice of Tract 1(25 acres off [he North side, SW/4, SE/4) was accepted using found monuments at fence intersections. The fence is called ou[ in the adjoining Beard descriptions and [he resulting acreage of [iNe tract is considered reasonable. It is my opinion that this follows original inrent and continued use. The Northerly lines of Tract 2 were accepted u established on the Easley survey. The survey depicts a monument at the comer in the roadway; no monumeot was found although wimesses were found as shown on the anached plat. The South line of the W/2, NFJ4, Section 22 was established using the sto�e found at t6e center of Section 22 and a post found at the SE comer. Ao irregular-shaped stone was found lying next to the post and the stone appears that i[ may have been disturbed by the placement of the post. The position of the post was consistent with possession and survey dimensions of rewrd. This alienment was then exte�ded [he same dimension to the East to establish [he position of the Fl4 comer of Section 22. The position is in agreement with surve}' dimensions of record bo[h to the Nor[h and West. The established position of the East line of the NE/4, Section 22 is within O.S of the location as showo on the 1929 road plans. Page 02 of 05 , • ,.ti -A ' ,;,,,,,,,,,,,,, ,,,;',,,,1„,;� to B Surve�ing, Clc „to�' ��;�. ,., �� :� . ; . .,.,: :.�.;�.;., .,: ,�._. .. ?6.North 5th Street . Vincennes,l'1Jq759� ±��:,•.�,•,�,-,:,�!�G��i�:, . Phone S 5ax (8ia1 B8roa76 . e-maif amb@s6cgCn6af.net � B ��.,�,;:��„„ v,d:�e.: State Road 64 alignmene was establishine milizing a found road nail marking S[ation 209+41.09 (as shown on plans for proposed improvements along State Road 64, Project number STP-018-3) and aligning to physical improvemen[s. Variations of less than LO' were noted to found right-of-way markers and to structures (box culverts and side roads). Right-of-way was theo established at record offsets. The East line of the Richardson tract was established parallel with the West line of the quarter-quarter at record dimension. The NW comer of �he Richardson [ract was established at record distance (650') from State Road 64 right-of-way. This resulted in the dimension to the commencing corner (NW comer, NE/4, NFJ4) to be 134' short and [he North line of [he Richardson tract to measure 1.31' long. The Uncertarnties in Reference Monuments: 14.0 fee�, 1he variulron benveen the accepted iron pins along the East [ine oj�he I3eurd rract described in Imstrwnent Number 84-5881. L�NES OF OCCUPATION • Old fence lines exis[ along the North and West line of Tract 1 and traces of fence were found along the South iine. • The East line of Tract 2 follows the apparent centerline of an old roadbed. Traces of an old fence line were found approximately 16' on each side of the roadbed abng [he East line of Section 15. • No record easement was found for ingress and egress to the Begle conveyances. The Easley survey pla[ depicts a 30' in�ress/egress and utiliry easement following an existing driveway. As shown on the Eastey survey plat, Clark Read Road has a 30' ro-w per Gravel Road Record Book 3, page 530 al[hough the road terminates at "250 feet North of the Maio Track of Southern Railway°. The roadway is obviously used by ott�ers for access and there is assump$on that a prescriptive easement exists along the section line with a similar right-of-way as the road (30'). • A fence line exis[s aloog [he Northem portion of [he West line of the NF/4, NFJ4, Sec[ion 22. • The East line of Tract 3 follows the general centerline of a roadway (chip and seal surface). • No other lines of occuparion were noted. The Uncertaintres rn Lines of Occupation: A'o obvious inconsistencies were noted along the established lines. RESERVATIONS Except as specifically stated or sho�m on the accompanying Plat, this survey does not purport to reflect any of the following which ma}• be applicable to the subject tracr. easements, other than those possible easements that were visible at the time of this survey; building setback lines; restricrive covenants; zoning or other land-use regulations; and any other fac[s that an accurate and current tide search may disclose. CERTIFICATION Subject to the above resen�ations, I hereb}' certify that the survey work was performed by me or under roy direct supervision and control and that all the infortnation contained in this report is true and correct to the best of my laowledge and belief and this report and associated Plat were performed in accordance with the current Indiana Minimum Survey Standards, 865 IAC I-12 for this type of sun�ey. AFFIRMATION In aceordance w�ith IC 36-2-7.5-5(a), I affirm, under the penalties for perjury, that 1 have taken reasonable care to redact each Social Securiq� number in this document, unless required by law. ��\\\\;ES'F////�� . ��Q>��PP G\SiEqFO ��% �� ' � No. 29800018 �' � Brian Resenbeck, R.L.S. c STATE OF _ Indiana Registration No. 29800018 ' �'. �� '��q'•• �!�/DIANP ' p�� Date: October 12, 2007 �''��,� SUR��`�� Job Number: 07-137 Page 03 of OS � p I —7 iZ �a / , � � -A ,. ' _ ,..,�,� ,�� • _,.,�,.,:,;.;,z . to B Surv e� ing, Clc .:to�� _., �.,,. ,.,, ;'' : r,�� , :�,�,,,,,;,;,,,,,.,: i�_�,.� �- •• z6 Nortfi�5th Sireet . Vincennes.IA'q759i A' 'Ltr-�,u��„�!:,��1��-��:'. . Phone&fax (d:z/88s.o476 • e-ma!! ato6@s6cACn6a(.net /I\ '�j t'�,n,or..i:�,n:.iab.r.g TRACT 1 — SURVEI'ED DESCRIPTION A part of the Southwest Quarter of the Southeast Quarter of Section 15, Township 2 South, Range 10 West; simated in Pa[oka Township, Gibson County, Indiana, as shown on a survey by A to B Surveying, LLC, dated October 12, 2007 and being more particularly described as follows: Commencing at an "iron bar' marking the South Quarter corner of said Section 15; thence along the West line of Southeast Quarter of said section, North 00 degrees 12 minutes 41 seconds Eas[, 488.90 fee[ to [he POINT OF BEGI�'fNG (wimess a I/2 inch iron pin, North 89 degrees 43 minutes 46 seconds East, 1.76 feet); Ihence coniinuing along said West line, North 00 degrees 12 minutes 41 seconds East, 816.86 feet to a 5/8 inch iron pin bearing a plastic cap inscribed "Resenbeck 29800018", hereon called an "iron monument" marking the Northwest corner of the Southwest Quarter of said Southeast Quarter, thence along the North line of said quarter-quarter, NoRh 89 degrees 2] minu[es �7 seconds Eas[, 1342.36 feet to an "iron monument" marking the Northeas[ corner of said quarter-quarter; thence along the East line of said quarter-quarter, South 00 degrees 03 minutes 13 seconds East, 801.86 feet to a]/2 inch iron pin; thence South 88 degrees 43 minutes 46 seconds West, 134637 feet to the point of beginning. Containing 24.97 acres, more or less. Subject [o all easements and road rights-of-w•ay of record. Bearines in the above described traci are based on the East line of Section 15 (assumed North 00 degrees 00 minutes 00 seconds East). TRACT 2 — SURVEYED DESCRIPTION A part of the East Half of the Southeast Quarter of Section l5, Township 2 South, Range 10 �Vesi, simated in Patoka Township, Gibson Counhc Indiana, as sho�vn on a survey by A to B Surveying, LLC, dated October 12, 2007 and beine more particularly described as follows: Beginning at a 1-1/2 inch iron pipe marking the Sou[heast comer of Section 15; thence along [he South line of the Southeast Quarter of said Section 15, South 89 degees 35 minutes 09 seconds West, 1340J2 feet to a 1/2 inch iron pin marking the Southwest comer of the East Half of said Southeast Quarter, thence along the West line of said East Half, North 00 degees 03 minutes 13 seconds West, 1310.86 feet to a 5/8 inch iron pin bearing a plastic cap inscribed "Resenbeck 29800018", hereon called an "iron monument", marking the Northwest corner of the Southeas[ Quar[er of the Souiheast Quarter, thence continuing along the West line of aforesaid East Half, North 00 degrees 03 minutes 13 seconds West, 37.59 feet to a 5/8 inch iron pin bearing a plastic cap inscribed "Easley LS 0006" marking the Southwest comer of a 36.60 acre tract described in Instrumeut Number 07-4288 in the Office of the Recorder of Gibson County, [ndiana; thence along the Southerly perimeter of said 36.60 acre tract, North 88 degrees �0 minutes 29 seconds East, 185.00 feet to a 5/8 inch iron pin bearing a plas[ic cap inscribed "Easley LS 0006"; thence continuing along said Southerly perimeter, South 58 degrees 06 minutes 06 seconds East, 385.00 feet to a 5/8 inch iron pin bearing a plas[ic cap inscribed "Easley LS 0006"; thence continuing along said Southerly perimeter, North 88 degrees 50 minutes 29 seconds East 348J7 feet to the Sou[h corner of a 6.202 acre tract described in ]nstrument Number 07-4289 in said Office of the Recorder (wi[ness a S/8 inch iron pin bearing a plastic cap inscribed "Easley LS 0006", Soutt� 88 degrees �0 minutes 29 sewnds West, 15.60 feet); thence along the Southeasterly side of said 6.202 acre tract North 64 degrees 48 minu[es 52 seconds Eas[, 532.00 feet to a 5/8 inch iron pin bearing a plastic cap inscribed "Easley LS 0006" on the East line of ihe Southeast Quarter of said Section l5; [hence along the East line of said Sou[heast Quarter, South 00 degrees 00 minu[es 00 seconds East, 1372.50 feet to [he point of beginning. Containing 3820 acres, more or less. Subject to all easements and road rights-of-way of record. Bearines in the above described tract are based on the East line of Section 15 (assumed North 00 degrees 00 minutes 00 seconds East). Page 04 of OS , . � � „ , ,. �,� to B Surve�ing, Clc A;to�� .�.,. ;;�,"� ,,,� �. ' sti Nnrth 9tk Street • �'incennes.IT'4ii9� � '=1��',:��".:�.,,�:1�,:�;�': + PfimteSJax (8�a1881�o4�fi . e-maiC ato6�s6cgCo6aGiet 'B �,,,,��^"�'•,^•°•�„'•; TRACT 3 — SURVEI'ED DESCRIPTION A part of the Northeast Quarter of the Northeast Quarter of Section 22, Township 2 South, Range 10 West, situated in P9toka Township, Gibson Counry, Indiana, as shown on a survey by A to B Surveying, LLC, da[ed October 12, 2007 and being more particularly described as folloH�s: Beeinning at a 1-1/2 inch iron pipe marking the Northeast comer of Section 22; thence along the Eas[ line of the Northeast Quarter of said Section 22, South 00 degrees 21 minutes 18 seconds East, 1017.78 feet to a mag nail and washer inscribed "Resenbeck 2980001 S" set flush with the pavement on Ihe Northerly right-of-way of State Road 64; [hence along said righbof-way in a curve concave to [he North, wi[h an arc length of 121.28 fee[, a radius of 1397.39 feet and a long chord bearing and distance of South 87 degrees 24 minutes 56 seconds West, 121.24 feet thence .continuing alone said right-of-w�ay the following courses and distances: South 89 degrees 54 minutes 06 seconds West. 304.10 Feer, South 00 degrees OS minutes 54 seconds East, 5.00 feet; South 89 degrees 54 minutes 06 seconds �West, 384.87 feet to a�/8 inch iron pin bearing a plastic cap inscribed "Resenbeck 29800018", hereon called an "iron ' monument", marking the Southeast comer of a 6.6666 acre tract described in Inswment Number 94-0419 in the Office of the Recorder of Gibson Counry, Indiana; [hence leaving said right-of-way and proceeding along the East line of said � 6.6666 acre tract, North 00 degrees 30 minutes 02 seconds West, 450.00 feet to an "iron monumenY ; thence along the North line of said 6.6666 acre tract, North 69 degrees 24 minutes 11 seconds West, 565.92 feet to an "iron monument„ on the \1'est line of the Northeast Quarter of the Northeast Quarter of said Section 15; thence along said West line, North 00 deerees 30 minutes 02 seconds West, 370.66 feet to a 1/2 inch iron pin marking the Northwest comer of said quarter-quarter; ihence along Ihe North line of said quarter-quarter, North 89 degees 35 minutes 09 seconds East, 1340.72 feet to the point of beginning. Containing 24.78 acres, more or less. Subject to all easemenu and road righu-of-way of record. Bearings in the above described tract are based on the East line of Section 15 (assumed North 00 degrees 00 minutes 00 seconds East). Page OS of 05