PLAT OF SURVEY A PARJ OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 4 SOUTH, RANGE 5 WEST, IN THE TOWN OF DALE, CARTER TOWNSHIP, SPENCER COUNTY, INDIANA. Gerti cate of Survey This is to certify that I have completed a retracement survey at the request of Orchard Estates, LLC for the purpose of establishing the boundaries and preparing a plat of survey for a parcel of land in the Town of Dale, Carter Township, Spencer County, Indiana. Subject Deed: Instrument 2022R-02560 Subject Parcel: 74-02-08-300-037.012-002 Legal Description as Surveyed Part of the southeast quarter of the southwest quarter of Section 8, Township 4 South, Range 5 West, in the Town of Dale, Carter Township, Spencer County, Indiana, being more particularly described as follows: Com � encing at the south quarter-corner of Section 8 as marked by a 5/8-inch rebar; thence along the east line of the southeast quarter of the s uthwest quarter of Section 8, north O degrees 12 minutes 59 seconds east, a distance of 298.25 feet to a mag nail with a washer stamped 'BU -HLER 21000213' marking the point of beginning; thence, continuing along said quarter-quarter section line, north O degrees 12 minutes 59 seconds east, a distance of 375.43 feet to a mag nail with washer stamped "BUEHLER 21000213"; thence south 89 degrees 49 minutes 25 seconds west, a distance of 416.57 feet (passing a 518-inch rebar at 30.00 feet) to a 1/2-inch rebar; thence north O degrees 35 minutes 00 seconds east, a distance of 417.17 feet to a 1/2-inch rebar; thence south 89 degrees 53 minutes 41 seconds west, a distance of 218.50 feet to a 5/8-inch rebar with cap 'BUEHLER 21000213" on the southeast right-of-way line of U.S. Highway 231; thence along said right-of-way line, south 36 degrees 01 minute 55 seconds west, a distance of 48.10 feet to a 5/8-inch rebar with cap "CASH WAGGNER & ASSOCIATES #0096"; thence south O degrees 17 minutes 28 secords west, a distance of 749.93 feet to a 5/8-inch rebar; thence south 89 degrees 48 minutes 10 seconds east, a distance of 400.18 feet to a 5/8-inch reba � with cap 'BUEHLER 21000213'; thence south 89 degrees 50 minutes 53 seconds east, a distance of 261.33 feet (passing a 5/8-inch rebar with cap "BU HLER 21000213' at 231.33 feet) to a 5/8-inch rebar with cap "BUEHLER 21000213"; thence south 89 degrees 50 minutes 53 seconds east, a distance of 3o 1 oo feet to the point of beginning. The above-described parcel contains 8.008 acres, more or less, and is subject to all legal easements and rights-of-way. l�u:b��:::c:p��h Title 865, IAC 1-12, the following opinions and observations are submitted regarding the various uncertainties in the location of lines \ and corners established on this survey as a result of: A. B. C. D. Variances in the reference monuments; Discrepancies in record descriptions and plats; Inconsistencies in the lines of occupation; and Relative Positional Accuracy Note: This report must be accompanied by the associated plat of survey. Reference Documents Instrument 2020R-01864 - Survey by Philip J. Buehler (Reg. No. 21000213) Instrument 2024R-01260 - Survey by Nathan J. Walker (Reg. No 20200085) Reference Monuments 1. A mag nail recovered at the apparent southwest corner of the southeast quarter of the southwest quarter of Section 8. 2. A 5/8-inch rebar recovered at the south quarter-corner of Section 8. 3. A mag nail with washer stamped "BUEHLER 21000213" recovered in County Road 2000 North. 4. Two mag nails with washers stamped "BUEHLER 21000213" recovered in Old U.S. Highway 231, marking the eastern corners of the subject parcel. 5. Two 518-inch rebars recovered at a 30-foot offset to the mag nails identified in Item 4 above. 6. A 5/8-inch rebar with cap "BUEHLER 21000213" recovered at the northwest comer of Parcel 74-02-08-300-039.000-002. 7. A 5/8-inch rebar, slightly bent, recovered at the southwest corner of the subject parcel. 8. A 5/8-inch rebar with cap "CASH WAGGNER & ASSOCIATES #0096" recovered on the southeast right-of-way line of U.S. Highway 231. 9. A 518-inch rebar with cap "BUEHLER 21000213" recovered on the southeast right-of-way line of U.S. Highway 231. 10. A 1/2-mch rebar recovered at the northeast corner of the subject parcel. 11. A 112-inch rebar recovered at the southwest corner of Parcel 74-02-08-300-037.000-002. 12. A 112-inch rebar with cap "MEHLING 11472" recovered at the northeast ccrner of the southeast quarter of the southwest quarter of Section 8. Vari;i. ces in Reference Monuments Rete�ence monuments for this survey were mostly observed to be in reasonable agreement with their expected positions, relative to prior surveys and dime�sions found in the public records. A variance of 0.31 feet was observed on the east boundary line of the northern portion of the subject parcel. Otherr l variances are noted upon the associated plat of survey. Discr pancies in Record Documents No d;' crepancies were discovered relating to the record documents consulted for this survey. lncon istencies in the Lines of Occupation Lines of occupations were observed to be reasonably consistent with the boundary lines as surveyed. No inconsistencies are reported. Note: Unwritten rights may exist as the result of lines of occupation present in the field, which may or may not be shown on the attached plat or described in this report Any questions regarding the nature and existence of such rights should be referred to an attorney. Relative Positional Accuracy The relative positional accuracy of the corners and lines established by this survey is within the specifications for a Rural Survey (0.26 feet plus 200 parts per million) as defined by Title 865, IAC 1-12. Theory Kif Location Mon�ments were recovered at all corners of the subject parcel as shown on the associated plat of survey. The positions of these monuments were found to be consistent with the legal description in the subject deed, and therefore the monuments were accepted. Reservations This survey is subject to additional facts that an accurate and correct title examination might disclose. Evidence of unrecorded easements has not been located in the field and is not shown on the associated plat of survey. Certi_ rycation Subject to the above reservations, I hereby certify that this report represents a survey conducted under my direction, and that all information contaimed herein is correct to the best of my knowledge and belief. This survey was conducted according to the requirements set forth by the State of Indiana in Sections 1-19 of 865 IAC 1-12. STATE OflNDIANA PARCEL 74-02-08-300-031.002-001 INST. No. 200JR--01544 " 5 C /8 A " REBAR WI CAP SH WAGGNER & ASSOCIATES #0096" 0.3' BIG ACCESS STORAGE NOW, LLC PARCEL 74-02-08-300-031.005-001 INST. No. 2012R-03643 (f) 0 0 " � --.J "3 co STATE OF INDIANA PARCEL 74-02-08-300-032.001-002 INST. No. 2003R-01544 5/8" REBAR WI CAP / "BUEHLER 21000213" / 0.3'AJG 218S.508'9M"53'24118".W59 R SUBJECT PARCEL: ' ' \ I " " R "50' ' ' OWNER: ORCHARD ESTATES, LLC INST. No. 2022R-02560 PARCEL No.: 74-02-08-300-037.012-002 AREA: 8.008 ACRES ZONING: "R' LOW & MEDIUM DENSITY RESIDENTIAL RP NE COR, SE 114, SW 114. SEC. 8 1/2" REBAR WI CAP (MEHLING 11472) MALAN, DONNA PARCEL 74-02-08-300-032,000-002 INST. No. WOSR-02943 112" REBAR 03 ' AJG N 34"46'19" W 34.59' TURLEY, RONALD ANO SHIRLEY PARCEL 74-02-0B-300-037.000-002 D.R 162. PAGE 97 5/8" REBAR � co <D 112" REBAR FLUSH W/ GRADE MAG NAIL WI WASHER �0.,..· ;:.. 3 _' .::B :: /G�����������"""".::-:::=:::::-::�;---:-:-;:�::--;;--_-_________________3: 0 : ' 0 ::: / : S:PO tl:NT��==::t"B UEHLER 210000213" "'� S 89"49'25" W 416.57'(M) >''�, TEMPEL FARM, LLC 0 60 120 180 • � I D - 1--� SCALE: 1" = 60' BASIS OF BEARINGS THE BEARING SYSTEM FOR THIS PLAT IS BASED UPON THE INOIANA STATE PLANE COORDINATE SYSTEM - WEST ZONE. NOTES 1. THIS PLAT OF SURVEY MUST BE ACCOMPANIED BY THE ASSOCIATED SURVEYOR'S REPORT. 2. UTILITY INFORMATION WAS NOT SHOWN AS A PART OF THIS SURVEY. 3. TOPOGRAPHIC INFORMATION WAS NOT SHOWN AS A PART OF THIS SURVEY EXCEPT WHERE IT RELATES TO THE BOUNDARY. �, 0 �· w, PARCEL 74-02-08-400-033.000..()()2 INSTRUMENT No. 02-2587 �, i, �. ;1 �I•' � @: R . P . -------------------------------- "'J� PROPOSED 10' UTILITY EASEMENT - CENTERPOINT ENERGY, INC. ,),· 19.74' , PC PROPOSED ORCHARD DRIVE 60' R/W � .• ·- - -- -- - • -- - -- - "'9'51S8"W�a,r- - --------------- '-..._ �- - ---�P=Ro=,=se=o�o, �u- =Tl�LITY=EA�s=EM=E�N,�- =cE�N,=E=R,=01�,,=E�NE=R=Gv7, 1�,c�. --------� M 'St "' ..... w � 0 z VICINITY MAP 1------8 ------1 SUBDIVISION LOCATION SECTION 8 SYMBOLS LEGEND Q MONUMENT RECOVERED AS NOTED XX.XX' (M) MEASURED DIMENSION S 89"50'53" E 261.33'(M) MAG NAIL WI WASHER 5/8" REBAR WI CAPr----------�lffl"'!J!"lll""nrrnr1m'!::li-----------<f-:'.'.:::--:::-:-::--:'.'."."::'.-:'____....;....:.,.__....._,,_� "BUEHLER 210000213" SLIGHTLY BENT 518" REBAR W/ CAP XX.XX' (R) RECORD DIMENSION FLUSH WI GRADE "BUEHLER 21000213" 0.3' AJG 5/8" REBAR WI CAP "BUEHLER 21000213" 0.1' BIG -30' 0/S POINT MAG NAIL IGLESIA CRISTIANA FUENTE DE VIDA, INC. PARCEL 74-02-08-300-037.013-002 INST. No. 2022R-01928 BELL, NATHAN & RACHEL PARCEL 74.02-08-300-039.000-002 INST. No. 2017R-01398 P.0.B. FLUSH WI PAVEMENT MAG NAIL WI WASHER "BUEHLER 210000213' &------------..N ���r,rr- -c--.R.,.._'2;,;:oo;;-; o .. N ,;;o"'R""liH..-- -<'>--'==-"-""="'-,.c'��w.,i,.------<0P.o.c. S. 114-COR., SEC. 8 5/8" REBAR 0.2' BIG XX.XX' (S) DIMENSION AS SET THIS SURVEY HOAGLAND PROPERTIES, LLC PARCEL 74-02-08-400-031002-002 INST. No. 2023R-01940 SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY DONE AT MY DIRECTION, COMPLETED FEBRUARY 27, 2025 THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND IT COMPLIES WITH THE REQUIREMENTS OF TITLE 865, !AC 1-12. NATHAN J. WALKER, P.l.S. NO. LS 20200085 I AFFIRM UNDER THE PENALTIES OF PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EA CH� CURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. � -,,N A ~ TH ~ - A ," N - J .W - A - LK _ E _ R.- P- LS - u CREVISIONS CCopyright Feb. 2025 Midwestern Engin-eers, Inc. 802 West Broadway street P.O. Box 295 lo""ootee, lndkmo �7553 DATE 02!_27{_2025 DESIGN NJW DRAWN NJW Q.C. CHECK BAP PROJECT NUMBER 2024072-02 5 5 OF 45 I FllE NUMBER 44750 I Do Not Use Plan Previews for Take Off
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