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Boundary Retractment Survey
175.03'(M&P) N 89°56'12" E - 175.00'(P) N 0 0 ° 0 3 ' 4 8 " W - 1 2 9 . 2 2 ' ( P ) S 0 0 ° 0 3 ' 4 8 " W - 1 2 6 . 1 4 ' ( P ) N 0 0 ° 0 3 ' 4 0 " W - 1 2 9 . 2 2 ' ( M ) N 89°56'21" E - 175.00'(M) S 0 0 ° 0 3 ' 4 0 " W - 1 2 6 . 1 4 ' ( M ) BOARD FENCE POST BEEHIVE INLET VICINITY MAP NOT TO SCALE W S N E PR O J E C T D A T A : CHECKED BY:DRAWN BY: FIELD BY:DATE: OF RE V I S I O N S A N D I S S U E S DA T E BY © 2 0 2 3 F O R E F R O N T S U R V E Y I N G A N D E N G I N E E R I N G SHEET NO. PROJECT NO. 17 2 4 1 F O U N D A T I O N P A R K W A Y WE S T F I E L D , I N 4 6 0 7 4 31 7 - 7 8 5 - 0 8 5 0 WW W . F O R E F R O N T S E . C O M COUNTY:RANGE: TOWNSHIP:SECTION: CLIENT INFORMATION: 1 1 25SE-119 DWJS ER03/04/2025 HAMILTON3 E 18 N23 CARMEL, IN 46032 13654 OAK RIDGE ROAD NATHAN DINGES 13 6 5 4 O A K R I D G E R O A D , C A R M E L , I N 4 6 0 3 2 BO U N D A R Y R E T R A C E M E N T S U R V E Y DI N G E S P R O P E R T Y - PROJECT LOCATION THE PURPOSE OF THIS SURVEY IS TO RETRACE THE DEED LINES OF THE SURVEYED PROPERTY ON THE GROUND AND TO REPORT THE AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS; CLARITY AND/OR AMBIGUITY OF THE RECORD DESCRIPTION(S) AS WELL AS THE DESCRIPTIONS OF ADJOINING LANDS AND THEIR RELATIONSHIPS TO OCCUPATION FOR POSSESSION LINES. THE SURVEY MEETS THE MINIMUM STANDARD REQUIREMENTS FOR A MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYS IN INDIANA PER 865 IAC 12.1. CURRENT OWNER OF RECORD: NATHAN E & KRISTEN M DINGES 13654 OAK RIDGE ROAD INSTRUMENT NUMBER 2020041052 RECORD DESCRIPTION LOT 348 IN VILLAGE OF MOUNT CARMEL, SIXTH SECTION, A SUBDIVISION IN HAMILTON COUNTY INDIANA, AS PER PLAT THEREOF, RECORDED IN PLAT BOOK 5, PAGE 106, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. SURVEYOR'S REPORT THE PLANIMETRIC DATA WAS GATHERED USING SURVEY GRADE GPS AND STANDARD RADIAL SURVEYING TECHNIQUES WITH AN ELECTRONIC INSTRUMENT WITH DATA COLLECTOR. THE FOLLOWING PARAGRAPHS ARE OBSERVATIONS AND OPINIONS REGARDING THE UNCERTAINTIES IN THE LOCATIONS OF MONUMENTS BOTH FOUND AND SET, RECORD DOCUMENTS AND THE DEED LINES AS ESTABLISHED OR REESTABLISHED BY THIS SURVEY, AND AS INTRODUCED BY PROBABLE RANDOM ERRORS IN THE MEASUREMENTS MADE DUE TO THE INSTRUMENTATION AND TECHNIQUES EMPLOYED (RELATIVE POSITIONAL ACCURACY). THE SURVEY MAY SHOW DIFFERENCES BETWEEN THE DEED (D) OR PLAT (P) DIMENSIONS AND THE MEASURED (M) DIMENSIONS ALONG THE DEED LINES. THERE MAY BE DIFFERENCES BETWEEN LINES OF OCCUPATION (POSSESSION) AND THE DEED LINES AS SHOWN ON THIS SURVEY. MONUMENTS MONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET IN THE GROUND ARE 5/8" REBAR WITH RED PLASTIC CAPS STAMPED "FOREFRONT 0140", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED "FOREFRONT 0140" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITH RED PLASTIC CAPS STAMPED "TRAVERSE", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR THE SUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE CONFUSED WITH MONUMENTS MARKING THE BOUNDARIES OF THE SUBJECT PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEED CORNERS, OR ALONG THE DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING. BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN THOSE CASES WHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS SURVEY, BUT WITHIN THE TOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY. THE DIFFERENCE MAY BE SHOWN ON THE SURVEY TO ACCENTUATE THE UNCERTAINTY OF THAT MONUMENT. IN THOSE CASES WHERE THE DIFFERENCE IS GREATER THAN THE RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLING MONUMENTS, CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE LINES AFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE DISCUSSED BELOW. THE MONUMENTS ESTABLISHED AT THE CORNERS OF THE SUBJECT REAL ESTATE ARE WITHIN THE ACCEPTABLE RELATIVE POSITIONAL SPECIFICATIONS FOR AN URBAN SURVEY, 0.07 FEET + 50 PPM AS DEFINED IN 865 IAC 1-12-7. THE FOLLOWING ARE THE MONUMENTS FOUND OR RE-ESTABLISHED MARKING THE CORNERS COMMON TO SECTION 23, TOWNSHIP 18 NORTH, RANGE 3 EAST. SOUTHWEST CORNER OF THE SOUTHEAST QUARTER - HARRISON MONUMENT FOUND FLUSH. NORTHEAST CORNER OF THE SOUTHEAST QUARTER - BERNSTEN MONUMENT FOUND FLUSH. SOUTHEAST CORNER OF THE SOUTHEAST QUARTER - HARRISON MONUMENT FOUND FLUSH. OTHER MONUMENTS FOUND IN VILLAGE OF MOUNT CARMEL, SIXTH SECTION, USED TO HELP VERIFY THE PROPERTY LINES OF THIS SURVEY: 1) IRON PIN FOUND 0.3 FEET SOUTH AND 0.2 FEET WEST OF THE SOUTHEAST CORNER OF LOT 353. 2) IRON PIN FOUND 0.2 FEET WEST OF THE SOUTHEAST CORNER OF LOT 354. 3) IRON PIN FOUND 0.1 FEET SOUTH AND 0.1 FEET WEST OF THE SOUTHWEST CORNER OF LOT 354. 4) IRON PIN FOUND 0.1 FEET WEST OF THE NORTHEAST CORNER OF LOT 354. 5) BENT IRON PIN FOUND 0.7 FEET SOUTH AND 0.2 FEET WEST OF THE NORTHWEST CORNER OF LOT 351. 6) BENT IRON PIN FOUND 0.6 FEET NORTH AND 0.3 FEET WEST OF THE SOUTHWEST CORNER OF LOT 351. 7) BENT IRON PIN FOUND 0.5 FEET SOUTH AND 0.4 FEET WEST OF THE NORTHEAST CORNER OF LOT 344. 8) IRON PIN FOUND 0.2 FEET SOUTH OF THE NORTHWEST CORNER OF LOT 344. BASIS OF BEARINGS BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE TRIMBLE VRS NETWORK. THE BEARINGS SHOWN ARE DERIVED FROM GRID COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THEORY OF LOCATION THE SUBJECT REAL ESTATE IS DESCRIBED AS A PLATTED LOT OR LOTS WITHIN A SUBDIVISION. LOTS WITHIN PLATTED SUBDIVISIONS ARE CREATED SIMULTANEOUSLY; THEREFORE, TYPICALLY THERE ARE USUALLY NO SENIOR/JUNIOR RIGHTS. LOT LINES AND BOUNDARY LINES OF PLATTED SUBDIVISIONS ARE USUALLY CONTROLLED BY MONUMENTS ALONG THE PERIMETER OF THE SUBDIVISION AND AT CHANGES OF THE ALIGNMENT OF THE CENTERLINES OF THE STREETS. THE FOLLOWING MONUMENTS WERE FOUND AND CONSIDERED AS ORIGINAL AND USED TO CONTROL THE LOT LINES OF THE SUBJECT REAL ESTATE. SEE THE MONUMENTS MENTIONED IN THE MONUMENT SECTION OF THIS REPORT FOR MONUMENTS FOUND AND CONSIDERED AS ORIGINAL MONUMENTS AND USED FOR CONTROL OF THE LOT LINES FOR THIS SURVEY. COMMON TITLE LINES INFORMATION REGARDING THE OWNERSHIP OF THE SUBJECT REAL ESTATE OR ADJOINING PARCELS IS THAT AS SHOWN IN LOCAL GOVERNMENT RECORDS, OR AS FURNISHED BY OTHERS. A COMPARISON WAS MADE BETWEEN THE DEED CALLS OF THE SUBJECT REAL ESTATE AND THOSE ADJOINING PARCELS WITH COMMON LINES WITH THE SURVEYED PARCEL AND NO DISCREPANCIES WERE FOUND. OCCUPATION ALONG DEED LINES OCCUPATION MEANS SOME OBSERVABLE IMPROVEMENT EITHER MAN MADE OR A NATURAL BARRIER MANIPULATED BY MAN TO DELINEATE THE PROPERTY LINE. IT SHOULD BE NOTED THAT NOT ALL FENCES ARE ERECTED TO DEFINE PROPERTY LINES AND CAUTION IS WARRANTED BEFORE ACCEPTING THIS TYPE OF BARRIER AS SUCH. ONE SHOULD ALSO BE AWARE THAT WHEN THESE TYPES OF OCCUPATION ARE NOT IN AGREEMENT WITH DEED LINES CERTAIN UNWRITTEN RIGHTS MAY EXIST OVER THE LAND BETWEEN THEM. THOSE PARTIES RELYING ON THE SURVEY SHOULD ASSUME THAT THE UNCERTAINTY OF OWNERSHIP OF THESE AREAS WHERE OCCUPATION LINES AND DEED LINES ARE NOT IN COINCIDENCE IS, AT LEAST, EQUAL TO THE MAGNITUDE OF THE DIFFERENCE. THERE IS AN EXISTING WOOD FENCE NEAR THE MIDPOINT OF THE NORTH LINE OF THIS SURVEY THAT EXTENDS APPROXIMATELY 235 FEET INTO THE COMMON AREA OF VILLAGE OF MOUNT CARMEL SIXTH SECTION. THIS FENCE IS SHOWN ON THIS SURVEY. FLOOD HAZARD INFORMATION THE ACCURACY OF THE FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP OF HAMILTON COUNTY, INDIANA, MAP # 18057C0207 G DATED NOVEMBER 19, 2014. THE DESCRIBED REAL ESTATE LIES WITHIN ZONE "X," WHICH IS AREA OF MINIMAL FLOOD HAZARD. GENERAL NOTES AS USED IN THIS SURVEY, CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE FACTS OR FINDING WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. INTERPRETATIONS ARE NOT A PART OF ANY CERTIFICATION. NO WARRANTY, EITHER EXPRESS OR IMPLIED, IS MADE AS TO THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY GOVERNMENTAL AUTHORITIES AND / OR THIRD PARTIES, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATION PRESENTED ON UNDERGROUND UTILITIES, FLOOD HAZARD ZONES, FLOODWAY ZONES, WETLANDS, RECORDING INFORMATION, ZONING, AND REGULATED DRAINS. IN NO EVENT WILL FOREFRONT SURVEYING AND ENGINEERING, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND/OR MARKS MADE UPON THE GROUND BY INDIANA UNDERGROUND PLANT PROTECTION SERVICE) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION OF PLANNED IMPROVEMENTS ON OR NEAR THE PROPERTY. ACCORDING TO THE HAMILTON COUNTY, INDIANA GIS WEBSITE, NO LEGAL DRAIN CROSSES THE SURVEYED REAL ESTATE. CERTIFICATE OF SURVEY THIS IS TO CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THIS SURVEY, MAP, OR PLAT AND THE REPORT ON WHICH IT IS BASED WAS MADE IN ACCORDANCE WITH THE REQUIREMENTS AS SET FORTH IN TITLE 865 OF IAC 1-12-7 AND THE WITHIN SURVEY AND REPORT REPRESENTS THE RESULTS OF A URBAN SURVEY, AS DEFINED THEREIN. THE FIELD WORK WAS COMPLETED UNDER MY DIRECT SUPERVISION ON MARCH 3, 2025. __________________________________ DEWEY L. WITTE PROFESSIONAL LAND SURVEYOR #LS29800022 MARCH 3, 2025 I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. - DEWEY L. WITTE THIS INSTRUMENT PREPARED BY: DEWEY L. WITTE LEGEND REBAR FOUND 5/8" Ø REBAR WITH RED PLASTIC CAP STAMPED "FOREFRONT 0140" SET MEASURED(M) PLATTED(P) TRAIL EASEMENTT.E. DRAINAGE EASEMENTD.E. 10'X10' EASEMENT FOR DUSK TOD-D DAWN LIGHT POLE. SEE COVENANT NO. 6 BUILDINGBLDG. CURB INLET DRAINAGE UTILITYD.U. WROUGHT IRON FENCE