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N 86°30'45" E 122.49'3.9'S 86°27'47" W 124.70' <br />3.9' <br />2.2' <br />16.0' <br />15.4'S 03°36'03" W 73.69'N 86°30'45" E <br />35.19'N 09°57'23" W29.10'P:\South Bend\236010 Barkley, Tim 715 Riverside <br />Dr, South Bend BS w Impr\B50 AutoCAD\236010 <br />BS.dwg 1 OF 1 2/9/2023 10:05:23 AM <br />1 of 1 <br />DATE: <br />SCALE: <br />REVISIONS <br />THE REPRODUCTION, COPYING OR OTHER <br />USE OF THIS DRAWING WITHOUT WRITTEN <br />CONSENT IS PROHIBITED. <br />© 2023 WIGHTMAN & ASSOCIATES, INC. <br />JOB No. <br />715 S. MICHIGAN ST. <br />SOUTH BEND, IN. 46601 <br />574.233.1841 <br />www.gowightman.com <br />01/13/2023 <br />1" = 30' <br />TIM BARKLEY <br />ADDRESS NAME: <br />715 RIVERSIDE <br />DR., SOUTH <br />BEND, IN. 46601 <br />BOUNDARY WITH <br />IMPROVEMENTS <br />236010 <br />LEGEND <br />= FOUND IRON <br />= SET 5/8" REBAR WITH ID CAP <br />= MEASURED <br />= PLATTED <br />(m) <br />(p) <br />SURVEYOR'S REPORT <br />IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12, SECTION 1 THROUGH 29 OF THE INDIANA <br />ADMINISTRATIVE CODE, THIS RETRACEMENT SURVEY WAS PERFORMED BY OR UNDER THE DIRECTION OF <br />THE REGISTERED LAND SURVEYOR STATED HEREON AND TO THE BEST OF SURVEYOR'S BELIEF WAS <br />EXECUTED ACCORDING TO THE SURVEY REQUIREMENTS OF THIS RULE. FURTHERMORE, THE FOLLOWING <br />OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE <br />LOCATIONS OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF: <br />A)AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS; <br />B)OCCUPATION OR POSSESSION LINES <br />C)CLARITY OR AMBIGUITY OF THE RECORD DESCRIPTION USED AND OF ADJOINERS' <br /> DESCRIPTIONS AND THE RELATIONSHIP OF THE LINES OF THE SUBJECT TRACT <br /> WITH ADJOINER'S LINES <br />D)THE RELATIVE POSITIONAL ACCURACY OF THE MEASUREMENTS <br />THIS SURVEY HAS BEEN PERFORMED UNDER CLASSIFICATION OF AN SUBURBAN SURVEY. THE RELATIVE <br />POSITIONAL ACCURACY OF THE MEASUREMENTS AND CORNERS OF THE SUBJECT TRACT ESTABLISHED <br />IN THIS SURVEY ARE WITHIN SPECIFICATIONS FOR AN SUBURBAN SURVEY. <br />THEORY OF LOCATION: <br />THE PURPOSE OF THE SURVEY IS TO PREPARE A BOUNDARY SURVEY FOR TIM BARKLEY. <br />THE BASIS OF BEARING FOR THIS SURVEY IS BASED UPON THE INDIANA STATE PLANE COORDINATE <br />SYSTEM, ZONE EAST. <br />THE FOLLOWING PREVIOUS SURVEY AND PLATS WERE REFERENCED FOR THIS SURVEY. <br />THE PLAT OF HAMMOND AND WHITCOMB'S ADDITION. BOOK 120, PAGE 1, INSTRUMENT NUMBER 1903019, <br />OFFICE OF THE RECORDER, ST. JOSEPH COUNTY, INDIANA. <br />COMMENTS/SUMMARY: ... <br />ALL FOUND AND SET CORNERS ARE CONSISTENT WITH SAID PLAT. <br />AS A RESULT OF THE ABOVE OBSERVATIONS, IT IS MY OPINION THAT THE UNCERTAINTIES IN THE <br />LOCATIONS OF THE LINES AND CORNERS ON THIS SURVEY ARE AS FOLLOWS: <br />DUE TO VARIANCES IN THE AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS: NONE <br />DUE TO INCONSISTENCIES IN THE LINES OF OCCUPATION OR POSSESSION: NONE <br />DUE TO DISCREPANCIES OR AMBIGUITY IN THE RECORD OR ADJOINING DESCRIPTIONS: NONE <br />I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT <br />EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. <br />FIELD WORK WAS COMPLETE ON 1/10/2023. <br />SURVEYOR'S CERTIFICATION: <br />I, TERANCE D. LANG, AM A REGISTERED LAND SURVEYOR IN THE STATE OF <br />INDIANA AND HEREBY CERTIFY; THAT I HAVE SURVEYED THE LAND HEREON <br />DESCRIBED AND DELINEATED, AND THAT THIS SURVEY WAS PERFORMED UNDER <br />MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS <br />SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF <br />RULE 12 OF "MINIMUM STANDARDS FOR COMPETENT PRACTICES OF LAND <br />SURVEYING" AND AS PRESCRIBED BY INDIANA ADMINISTRATIVE CODE 865, 1.1-12. <br />SIGNED THE 9TH DAY OF FEBRUARY, 2023. FURTHER, I AFFIRM, UNDER THE <br />PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT <br />EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. <br />BY TERANCE D. LANG <br />TERANCE D. LANG LS - 80040523 <br />tlang@gowightman.com <br />BOUNDARY SURVEY <br />HAMMOND & WHITCOMB ADDITION <br />LOT 27 <br />N <br />1 inch = ft. <br />0 30 45 60 <br />30 <br />LOT 29 <br />LOT 27 <br />LOT 28 <br />LOT 28 <br />LOT 26 <br />N 86°30'45" E 113.25' <br />FOUND 1" <br />IRON PIPE <br />FLUSH <br />FOUND 1-1/2" IRON PIPE <br />BELOW GROUND 0.2' <br />FOUND 1" <br />IRON PIPE <br />0.3' W, FLUSH <br />FOUND 1" IRON PIPE <br />BELOW GROUND 0.4' <br />FOUND 3/4" <br />IRON PIPE 0.1' W <br />BELOW GROUND 0.2' <br />FOUND CUT OFF <br />CHAIN LINK FENCE <br />POST 2.9' E, FLUSH <br />FOUND 1" IRON PIPE <br />0.6' E, BELOW GROUND 0.4' <br />SET 5/8" IRON W/ <br />#WAI 0145 <br />FOUND 1" IRON PIPE <br />BELOW GROUND 0.5' <br />FOUND 1-1/2" IRON PIPE <br />BELOW GROUND 0.2' <br />124.79' (m) <br />N 86°30'45" EN 03°36'03" E10.82' (m)18.3'20.5'12.1'1.0' <br />0.7' <br />5.7'11.4'47.0''26.4'46.5' <br />7.2'2.2'2-1/2 STORY <br />HOUSE <br />G <br />A <br />R <br />A <br />G <br />E <br />CONC <br />(TYP)40.01' (m)40.13' (m)TIM BARKLEY <br />715 RIVERSIDE DRIVE <br />SOUTH BEND, INDIANA 46601 <br />79.80' (m)39.76' (m)(m)39.88' (m)N 09°43'13" W10.9' (p)14' ALLEYRIVERSIDE DRIVE(R/W VARIES)SET 5/8" IRON W/ <br />#WAI 0145 <br />WOOD <br />DECK <br />(TYP) <br />GARAGE CORNER <br /> 0.5' N. OF LINE <br />14' ALLEY <br />WOOD FENCE (TYP) <br />0.3' S OF LINE <br />FENCE (TYP) CROSSES <br />AT SET IRON <br />125.00' (p)40.00' (p)R/W <br />LINE <br />R/W <br />LINE