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.S!/rvPvnr'S Rennrt_ <br />LOCATION OF SURVEY <br />THIS LOCATION CONTROL ROUTE SURVEY WAS COMPLETED FOR WALL STREET <br />IMPROVEMENTS AND FOR ANTICIPATED PERMANENT RIGHT OF WAY ALONG WALL <br />STREET THROUGH POTAWATOMI PARK. THIS SURVEY IS LOCATED WITHIN THE <br />SOUTHEAST QUARTER OF SECTION 7 AND THE SOUTHWEST QUARTER OF SECTION 8, <br />ALL IN TOWNSHIP 37 NORTH, RANGE 3 EAST. <br />PURPOSE OF SURVEY <br />THE PURPOSE OF THIS SURVEY WAS TO OBTAIN DATA, ESTABLISH A HORIZONTAL <br />ALIGNMENT FOR LINES W AND VERTICAL CONTROL FOR THE DESIGN AND <br />CONSTRUCTION OF SAID WALL STREET IMPROVEMENTS ON THE ABOVE -MENTIONED <br />ROUTE. ALTHOUGH FOUND MONUMENTS AND PROPERTY LINES ARE DEPICTED, THIS <br />SURVEY IS NOT INTENDED TO BE AN ORIGINAL OR RETRACEMENT SURVEY. PROPERTY <br />LINES, CORNERS, AND RIGHT-OF-WAY LINES ARE SHOWN AS APPROXIMATE LOCATION <br />ONLY. <br />CONTROL AND BASIS OF BEARING <br />THE HORIZONAL CONTROL FOR THIS SURVEY WAS ESTABLISHED USING GLOBAL <br />NAVIGATION SATELLITE SYSTEM (GNSS). THE HORIZONTAL COORDINATE VALUES <br />SHOWN ARE NAD83(2011), INDIANA EAST ZONE, BASED ON THE INCORS (INDIANA <br />CONTINUOUSLY OPERATING REFERENCE STATIONS) USING THE GEOID MODEL OF <br />GEOID MODEL 12A. <br />THE HORIZONTAL ALIGNMENT FOR LINE W WAS ESTABLISHED BY BEST FIT CENTERLINE <br />OF THE EXISTING ROAD IMPROVEMENTS FOR WALL STREET THROUGHT THE <br />POTAWATOMI PARK (NO RIGHT OF WAY EXISTS) AND BY HOLDING THE EXISTING <br />MONUMENTS ALONG THE RIGHT OF WAY OF WALL STREET AT AN OFFSET DISTANCE <br />WITHIN BERNER GROVE 1ST ADDITION AND 2ND ADDITION, BOTH RECORDED IN THE <br />ST. JOSEPH COUNTY RECORDS. <br />VERTICAL CONTROL <br />THE VERTICAL DATUM FOR THIS LOCATION CONTROL SURVEY WAS OBTAINED FROM <br />INDOT INCORS NETWORK (NAVD 88). CONTROL POINTS 37 AND 34 WERE HELD AND <br />TBM'S WERE LEVELED THROUGH. <br />SURVEY STARTED <br />September 16, 2024 <br />SURVEY COMPLETED <br />October 22, 2024 <br />ROUTE PLAT SHEETS <br />2 1 of <br />2 <br />LOT 226 <br />i <br />ww <br />LOT 224 <br />ARTHUR 0. JR. & BARBARA A. OLMSTEAD <br />H H 749 S. IRONWOOD DR. <br />Nl00 <br />a a 10061FIR <br />(n -Jul <br />LLi LOT 223 <br />CITY OF SOUTH BEND PTJ PARTNERS LP <br />10001 Qj 749 S. IRONWOOD DR. <br />Set Mag Nail w Tag "Abonmarche Firm #0050" J J 1005 HP <br />P.O.T. Sta. 25+35.90 Line "W" u.i <br />N:2338705.6035 <br />E:178028.8805 �^�_ �� ^_ LOT 222 ­­1 <br />FINDINGS OF FACTS (MONUMENTS <br />IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA <br />ADMINISTRATIVE CODE (RULE 12), THE FOLLOWING OBSERVATIONS AND OPINIONS <br />ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE LOCATIONS OF THE <br />LINES AND CORNERS ESTABLISHED IN THIS SURVEY AS A RESULT OF UNCERTAINTIES IN <br />REFERENCE MONUMENTS, IN RECORD DESCRIPTIONS AND PLATS, AND AS <br />INTRODUCED BY RANDOM ERRORS AND MEASURMENTS. <br />ALL ADDITION MONUMENTS ARE SHOWN AND REFERENCED IN THE CORDINATE VALUE <br />CHART AND ON THE FACE OF THE DRAWING <br />THE UNCERTAINTIES OF SAID POINTS IS ESTIMATED TO BE 0.50', MORE OR LESS. <br />CENTERLINE AND CONTROL POINT MONUMENTATION <br />THE CENTERLINE POINTS FOR LINE W ARE AS SHOWN ON THE FACE OF THE SURVEY. <br />THESE MONUMENTS HAVE AN ESTIMATED UNCERTAINTY OF 0.10', MORE OR LESS. THE <br />CONTROL POINTS FOR THIS SURVEY ARE AS NOTED ON THE INCLUDED REFERENCE <br />BOXES. <br />mmMABONMARCHE <br />315 W. Jefferson Blvd. <br />South Bend, IN.46601 <br />T 574.232.8700 <br />F 574.251.4440 <br />abonmarche.com <br />COPYRIGHT 2025 - ASONMARCHE CONSULTANTS, INC. <br />Benton Harbor <br />Valparaiso <br />South Bend <br />Hobart <br />Goshen <br />Kalamazoo <br />Fort Wayne <br />Grand Haven <br />Lafayette <br />Grand Rapids <br />Engineering • Architecture • Land Surveying <br />SURVEYOR STATEMENT <br />THIS SURVEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, IS <br />EXECUTED ACCORDING TO THE PROVISIONS OF TITLE 865 I.A.C. <br />1-12-20 THROUGH 1-12-26 REGARDING ROUTE SURVEYS, EXCEPT <br />THAT ANY DATA SHOWN REGARDING THE LOCATION OR DESCRIPTION <br />OF THE EXISTING PARCELS IS NOT A PART OF THIS SURVEY. <br />Po <br />�V.Z- Fes'%�G <br />* ' LS20500010 <br />S STATE OF <br />14 <br />S'UR,'; <br />LV' "" <br />BERNER GROVE 1ST. ADDITION <br />( IFIR <br />10002 <br />raa "Abonmarche Firm #0050" <br />P.O.T. Sta. 26+99.76 Line "W" <br />N:2338704.7501 <br />E:178192.7386 <br />TERESA GODDARD <br />750 S. IRONWOOD DR. <br />FPP <br />1007 <br />LOT 248 ( Q <br />d- <br />Point <br />No <br />SPC <br />Northing <br />SPC <br />Easting <br />Description <br />32 <br />2338707.3700 <br />176877.0760 <br />Set Rebar with Red Cap "Abonmarche Control Point" <br />33 <br />2338698.3140 <br />177238.3562 <br />Set Rebar with Red Ca "Abonmarche Control Point" <br />34 <br />2338647.6750 <br />177609.1731 <br />Set Rebar with Red Ca "Abonmarche Control Point" <br />35 <br />2338434.5280 <br />177390.4280 <br />Set Rebar with Red Cap "Abonmarche Control Point" <br />36 <br />2338107.8380 <br />177444.6110 <br />Set Rebar with Red Cap "Abonmarche Control Point" <br />37 12338678.2300 <br />177998.2093 <br />Set Rebar with Red Cap "Abonmarche Control Point" <br />38 <br />2338725.6320 <br />178225.9910 <br />Set Rebar with Red Ca "Abonmarche Control Point" <br />39 <br />2339318.9330 <br />177379.4530 <br />Set Mag Nail <br />1000 <br />2338675.5240 <br />178031.5898 <br />Found 3/4-inch Iron Pipe <br />1002 <br />2338588.3190 <br />178222.1554 <br />Found 1/2-inch Iron Pipe <br />1004 <br />2338630.5120 <br />178222.2107 <br />Found 1/2-inch Iron Pipe <br />1005 <br />2338776.6080 <br />178163.1717 <br />Found 1-inch Iron Pipe (-0.5') <br />1006 <br />2338818.5860 <br />178163.3022 <br />Found 3/4-inch Iron Rod (-0.1') <br />1007 <br />2338818.3590 <br />178223.3543 <br />Found 3/4-inch Pinchtop Pipe (-0.2') <br />1008 <br />12338776.3230 <br />178223.0823 <br />Found 3/4-inch Pinchtop Pipe (-0.2') <br />1009 <br />2338673.8000 <br />178364.9476 <br />Found Railroad Spike (-0.1') <br />8578 <br />2338868.4350 <br />176659.6130 <br />Found Iron Pipe <br />10000 <br />2338727.0751 <br />176692.1579 <br />Set Mag Nail with Disc "Abonmarche Firm #0050" <br />10001 <br />2338705.6035 <br />178028.8805 <br />Set Mag Nail with Disc "Abonmarche Firm #0050" <br />10002 <br />2338704.7501 <br />178192.7386 <br />Set Mag Nail with Disc "Abonmarche Firm #0050" <br />I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE <br />TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY <br />NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. <br />Prepared by: <br />4/3/2025 <br />HAEL J. ROZYCKI, FrS. DATE <br />PROFESSIONAL LAND SURVEYOR #LS20500010 <br />STATE of INDIANA <br />CITY <br />OF <br />SOUTH <br />BEND <br />BOARD <br />OF <br />PUBLIC <br />WORKS <br />LOCATION CONTROL ROUTE SURVEY <br />RB INVEST LLC <br />745 S. 23RD. ST. <br />0 <br />0 <br />0 <br />M <br />a <br />GRAPHIC SCALE <br />40 0 20 40 so <br />IN FEET ) <br />1 inch = 40 & <br />DRAWN: CMR <br />CHECKED: HPM <br />HORIZONTAL SCALE DATE: 3/19/2025 <br />1 Inch = 40 Feet ABONMARCHE NO: 24-0152 <br />COUNTY DESIGNATION <br />St. Joseph <br />SURVEY BOOK SHEETS <br />RBS #22, Pgs. 50 - 51 2 of 2 <br />CONTRACT PROJECT <br />