Midwestern Engineers, Inc. Plan Preview

e w � " � ;! � � ' i .� - 31;� ! �� ......s� " .q-f§ � ,., .....,_,.:;,� <"i • w % - - ,., .. �� � w-, <t ... .Q� <rt a._ 0 C 00 U .i wz z- ' '1'. �o o< �9 2jN E ,a , . <, PLAT OF SURVEY PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 1 SOUTH , RANGE 5 WEST, IN BOONE TOWNSHIP OF DUBOI S COUNTY, INDIANA NW COR., SW 114, SW 114, SECTION 3 4" x 8" CORNER STONE \ \ \� k \f" \ \ 1 VICINITY MAP SURVEY LOCATION SEC. 3, T1S, R5W \ \ \ I \ s ss· ' ·w \ ' '""' \ \ , O' 5 0 ' 100' ' SCALE: 1"" 50' BASIS OF BEARINGS THE BEARING SYSTEM FOR THIS SURVEY IS BASED UPON THE INOIANA STATE PLANE COORDINATE SYSTEM • WEST ZONE. R. HOPF FARMS, INC. 19-06-03-300-013.000-003 D.R. 153, PAGE 297 \ ':".. \ I0.178 ACRESI \ = "' \ \ \ - \ \ N 89 ° 4d '08" E �\ \\ N 30.IO '( � ) '--., • N 89"S7'2S" S 343.24'(M) 518" REBAR \ \\ z FLUSH \ ' I i \ I); 0 � 0 \ \ 1i � cl MA@ NAIL FOUND h, "'"' iN PORTcRSVllLt \ lS 'Cc °' ROAD. (i'.b.B.) \ \ �'ii, � \ � ' S\ � t "' SW tliR, SW 1i4, \ ;a\ " .:::,, SW 114, £EGTION ) RR SPIKE FOUND IN \ '\ \ C.R. 500 NORTH \ \\ I - -- - -~ - -t:.R. 500 NbRfH-- SYM80LS LEGEND 0 0 5/8' IRON RODWI CAP INSCRIBED 'WALKER 20200085" SET THIS SURVEY MAG NAIL WITH STEEL WASHER STAMPED "WALKER 20200085" SET THIS SURVEY MONUMENT RECOVERED AS NOTED XX.X. X' (M) MEASURED DIMENSION XX.XX ' (R) RECORD DIMENSION XX.XX' (S) DIMENSION AS SET THIS SURVEY I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY DONE AT MY DIRECTION, COMPLETEDMARCH 15, 2022, THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE ANO BELIEF, AND IT COMPLIES WITH THE REQUIREMENTS OF TITLE 865, IAC 1-12. NATHAN J. WALKER. P.l.S. NO. LS 20200085 ' ' C "0 �CJ;_.- �-- -- R, HOPF FARMS, INC. 19,06-03·300-013.000,003 DR, 153, PAGE 291 NOTES t: fHIS PIJ\t De SURV�Y Must 811 ACCOMPANIED BY THE ASSOCIATED SURVEYOR'S REPORT. 2. UTILITY INFORMATIONWAS 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. �m �ers, PROJECT No. FIELD \'IOR.11: 2021079-00 BP/AO COMPL. JJl512022 REVISED: Certificate ofSurvey Client: City ofJasper Midwestern Engineers, Inc. 802 W. Broadway Street Loogootee, Indiana 47553 For Parcel to be Conveyed to: Patoka Lake Regional Water and Sewer District Owner: R. HopfFanns, Inc. Date: March 15, 2022 Project No.: 2020021-02 This is to certify that I have completed an original survey at the request of the City ofJasper for the purpose of establ.ishing the boundaries, preparing a legal description, and preparing a plat of survey for a parcel ofland in Dubois County, Indiana. Parent Parcel Deed: Deed Record 153, Page 297 Land Description Part of the southwest quarter of the southwest quarter ofScction 3, Township I South, Range 5 West, in Boone Township ofDubois County, fndiana, being more particularly described as follows: Commencing at a tailtoad spike recovered in County Road 500 North marking the southwest comer ofthe southwest quarter of the southwest quarter ofSection 3; thence alohg the west line of said quarter-quarter section, north 0 det,:rrees 06 minutes 08 seconds west, a distance of265J5 feet; thence north 89 degrees 57 minutes 23 seconds east, a distance of343.24 feet to a 5/8-inch rebar at a 30-foot offset to the centerline of Portersville Road; thence north 89 degrees 40 minutes 08 seconds east, a distance of 30.10 feet to a mag nail .recovered in the center of Portersville Road, marking the point of beginning; thence north 83 degrees 25 minutes 08 seconds east, a distance of 1 00.44 feet to a 5/8-inch rebar with a plastic cap inscribed "WALKER 20200085"; thence north 13 degrees 27 minutes 18 seconds west, a distance of77.65 feet to a 5/8-incb rebar with a plastic cap inscribed "WA.LKER 20200085"; thence south 83 degrees 25 minutes 08 seconds west, a distance of 100.44 feet to a mag nail with a steel washer stamped "WALKER 20200085" in the centerline of Portersville Road; thence along said centerline , south 13 degrees 27 minutes 18 seconds east , a distance of 77.65 feet to the point ofbeginning. This parcel contains 0.178 acres , more or less and is sub j ect to all legal easements and rights ofway. I Surveyor's Report In accordance with Title 865, IAC 1- l 2 , the following opinions and observations are submitted regarding the various uncertainties in the location of l.ines and corners established on this survey as a result of: A. Variances in the reference monuments; B. Discrepancies in record descriptions and plats; C. Inconsistencies in the hnes ofoccupation; and D. Relative Positional Accuracy Note: This report must be accompanied by the associated plat ofsurvey. Reference Documents Instrument 2016001417 - Survey by Philip J. Buehler, PLS Book 1 Page 352 - Survey by Kenneth R. Brosmer , PLS Book 8, Page 46 , Plat of Sten Acres - Kenneth R. Brosmer, PLS Reference Monuments 1. A railroad spike was recovered m County Road 500 North marking the southwest con1er of the southwest quru1er ofthe southwest quarter ofSection 3. 2. A 4-incb by 8-inch stone was recovered at the northwest comer ofthe southwest quarter ofthe southwest quarter of Section 3. 3. A 5/8-inch rebar was recovered at a 30-foot offset to the centerline ofPortersville Road on the south boundary line ofLot 1 in Sten Acres. 4. A mag nail was recovered on the centerline ofPortersville Road, marking the southeast comer ofLot 1 in Sten Acres. Variances in Reference Monuments No significant variances were observed in regard to the reference monuments utilized in this survey. Discrepancies in Record .Documents No discrepancies were discovered regarding the record documents reviewed for this survey. Inconsistencies in the Lines o f Occupation No inconsistencies are repo1ted relating to lines ofoccupation affecting the surveyed parcel. Note: Unwritten rights may exist as the result oflines ofoccupation present in the.field, which may or may not be shown on the attached plat or described in this report. Any questions regarding ihe nature and existence ofsuch rights should be referred to an attorney. Relative Positional Accuracy The relative positional accuracy ofthe comers and lines established by this survey is within the specifications for a Suburban Survey (0.13 feet plus 100 parts per million ) as defined by Title 865 , !AC 1-12. Theory o f Location The centerline ofPortersville Road was first established using recovered monuments and plat dimensions from Sten Acres. This centerline , forming the west boundary line ofthe sub j ect parcel, was established as the west line ofthe new surveyed parcel. Being an original survey , the remailing boundary lines and corners were established in accordance with engineering plans prepared for the client. 2 Reservations This survey is sub j ect to additional facts that an accurate and correct title examination might disclose. Evidence ofunrecorded easements has not been located in the field and is not shown on the associated plat ofsurvey. Certification Subject to the above reservations, 1 hereby cert(fy that this report represents a survey conducted under my direction, and that all information contained herein is correct to the best ofmy knowledge and belief This survey was conducted according to the requirements setforth by the State ofIndiana in Sections 1-19 of865JAC 1-12. I affirm, under the penalties ofperjury, that I have taken reasonab le c�a c t each social security number in this document, unless required by law.��� --- �---- Prepared by: �eers, lnc . Natha n J. Walker, P:L.S. State of Indiana Reg. No. 20200085 Nathan J. Walker, PLS 3 REV!Slt!Nt BID SET (Cl 2024 Midwestern Engin�crs. lnc. 802 w�,1 Broadw:,y Street P.O. Box 295 Loogooloo. Indiana 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. I.. C.Z.M. Q.C. CHECK PROJECT NUMBER 2021079-00 1 0 10 OF 17 FILI NUMBER 43605 Do Not Use Plan Previews for Take Off