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HomeMy WebLinkAbout2 OF 2 ALTA - LAND SURVEYSURVEYOR'S REPORT THE PURPOSE OF THIS SURVEY IS TO PERFORM A BOUNDARY RETRACEMENT SURVEY OF A PARCEL AT 0 HARLESTON STREET HAMILTON COUNTY, CARMEL, INDIANA. IN ACCORDANCE WITH TITLE 865, ARTICLE 1.1, CHAPTER 12, SECTION 1 THROUGH 30 OF THE INDIANA ADMINISTRATIVE CODE, THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF VARIANCE IN THE REFERENCE MONUMENTS; DISCREPANCIES IN RECORD DESCRIPTION AND PLATS; INCONSISTENCIES IN LINES OF OCCUPATION AND; AS INTRODUCED BY RANDOM ERRORS IN MEASUREMENT ("RELATIVE POSITIONAL ACCURACY"). THE CLIENT SHOULD ASSUME THERE IS AN AMOUNT OF UNCERTAINTY ALONG ANY LINE EQUAL IN MAGNITUDE TO THE DISCREPANCY IN THE LOCATION OF THE LINES OF POSSESSION FROM THE SURVEYED LINES. THE FEDERAL GOVERNMENT ORIGINALLY MONUMENTED SECTION AND CERTAIN QUARTER SECTION CORNERS IN THE ORIGINAL SUBDIVISION OF THE STATE OF INDIANA.WOOD POSTS WERE ORIGINALLY PLACED TO MARK THESE CORNERS. THE PASSAGE OF TIME HAS OBLITERATED ALL EVIDENCE OF THE ORIGINAL WOOD POSTS. WITHOUT A CONTINUOUS CHAIN OF RECORD PROVING THE PERPETUATION OF THE LOCATION OF THE WOOD POSTS, IT IS IMPOSSIBLE TO KNOW THAT THE MONUMENTS FOUND AT THESE CORNERS TODAY ARE IN THE SAME LOCATION AS THE ORIGINAL WOOD POSTS. CURRENT OWNER OF RECORD: BRENWICK TND COMMUNITIES LLC 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) OR CALCULATED (C) DIMENSIONS ALONG THE DEED LINES. THERE MAY BE DIFFERENCES BETWEEN LINES OF OCCUPATION (POSSESSION) AND THE DEED LINES AS SHOWN ON THIS SURVEY. SINCE INDIANA HAS NO STATUTES ADDRESSING HOW TO RESOLVE BOUNDARY LINE, A SOLUTION BASED ON PRINCIPLES DERIVED FROM COMMON LAW PRECEDENT MUST BE RELIED UPON AS THE BASES FOR A BOUNDARY RESOLUTION. THEORY OF LOCATION AND FACTS WITHOUT ADDITIONAL PROOF, THE FACT THAT SURVEYORS ACCEPT A MONUMENT DOES NOT MAKE IT CORRECT; THE MONUMENT MUST HAVE BEEN INITIALLY CORRECT. COMMON RAPPORT AND REPUTATION EVIDENCE DOES NOT OVERCOME CONTRARY PROOF. THEREFORE, THE LOCATION OF ANY OF THE DISCUSSED MONUMENTS MAY YET BE CONTRADICTED AND OVERCOME BY UNDISCOVERED EVIDENCE. AS A RESULT, ANY BOUNDARY LINE, WHOSE LOCATION IS DEPENDENT ON THESE CORNER MONUMENTS, IS SUBJECT TO UNDISCOVERED EVIDENCE, WHICH MIGHT RESULT IN A DIFFERENT LOCATION FOR THE CORNERS. BECAUSE A DIMENSIONAL VALUE TO THE UNCERTAINTY OF THESE CORNERS IS SUBJECTIVE, AND FOR THESE REASONS CITED HEREIN, THE UNCERTAINTY OF THESE CORNERS IS UNKNOWN. IF FENCES ARE TO BE INSTALLED IT SHOULD BE KEPT IN MIND THE UNCERTAINTIES OF CORNERS FOUND OR SET. OF THE CORNERS SHOWN ON THIS SURVEY, SOME ARE REFERENCED AS TITLE CORNERS AND OTHERS AS RECORD CORNERS. A RECORD CORNER BEING A MONUMENT IN ITS PROPER LOCATION ACCORDING TO THE RULES OF THE SUBDIVISION OF SECTIONS. A TITLE CORNER IS AN EXISTING MONUMENT ESTABLISHED AND HAVING BEEN ACCEPTED OVER A PERIOD OF TIME AS THE PROPER CORNER. A TITLE CORNER IS SUBJECT TO UNDISCOVERED EVIDENCE. AS A RESULT OF THE OBSERVATIONS HEREIN, IT IS TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY AREA AS FOLLOWS: A PLAT OF THE VILLAGE OF WESTCLAY, SECTION 6003-B RECORDED INSTR. 2007013950 WAS USED AS REFERENCE FOR THIS SURVEY ALL LOT LINES WERE ESTABLISHED PER THE RECORDED PLAT FROM THE NORTHEAST CORNER OF SAID QUARTER AND RUNNING SOUTH ALONG THE EAST LINE OF SAID QUARTER. SEE BELOW FOR ADDITIONAL FINDINGS. ALL CORNERS WERE WITNESSED BY A FOUND MONUMENT AND A FEW APPEAR TO BE ORIGINAL MONUMENTS. THESE WERE FOUND TO BE ON AVERAGE 0.2+/- FEET FROM THE CALCULATED CORNERS. THIS COULD BE DUE TO THE QUARTER SECTION MONUMENTS BEING REPLACED SOON AFTER THIS PLAT WAS CREATED. MOST OF THE OTHER MONUMENTS FOUND APPEAR TO HAVE BEEN SET AFTER THE QUARTER MONUMENTS WERE REPLACED AND APPEAR TO HAVE FIT THE CALCULATED CORNERS OF 0.1 FEET OR LESS. DUE TO REFERENCE MONUMENTS MONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET IN THE GROUND ARE 5/8" REBAR WITH YELLOW PLASTIC CAPS STAMPED "SCHNEIDER 0001", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED "SCHNEIDER 0001" 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. THERE MAY BE FOUND SURVEY MARKERS NEAR, BUT NOT PRECISELY AT SOME BOUNDARY CORNERS. 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 HEREIN. THE NORTHEAST, NORTHWEST, SOUTHEAST AND SOUTHWEST CORNERS WERE FOUND PER THE COUNTY RECORD TIE SHEETS. IT WAS FOUND THAT THE CONTROLLING QUARTER SECTION MONUMENTS HAVE BEEN REPLACED SINCE THIS PLAT WAS RECORDED. VARIANCES EXISTING DUE TO THIS AND SO AN UNCERTAINTY OF 0.5 FEET EXISTS IN THESE MONUMENTS. DUE TO RECORD DESCRIPTIONS 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. AS STATED HEREIN ADJOINERS ARE DESCRIBED BY BOTH LOT AND METES AND BOUND. THE BLOCKS THAT CONTAIN ALL ADJOINERS WERE NOT SURVEYED. SUBJECT DEED CORNERS APPEAR TO BE MONUMENTED AND SEEM TO BE IN HARMONY WITH ADJOINER LAND USES. 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. IT IS NOTED THAT THIS IS A BLOCK IN A PLATTED SUBDIVION AND THEREFOR ALL LOTS WERE CREATED SIMULTANEOUSLY AND NO DISCREPANCIES OBSERVED. DUE TO LINES OF OCCUPAWN 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. UNLESS OTHERWISE NOTED OR SHOWN ON THE SURVEY. A WROUGHT IRON FENCE GENERALLY RUNNING ALONG THE SOUTHERN LINES WAS FOUND. A WALK WAS FOUND NEAR AND ALONG THE EAST LINE. THE NORTH AND WEST LINES WERE FOUND TO BE APPROXIMATELY 22 FEET OFF THE EXISTING CURB LINE. RELATIVE POSITIONAL TOLERANCE THE RELATIVE POSITIONAL TOLERANCES IS DETERMINED BY THE FUTURE AND CURRENT USE OF THE PROPERTY. THE PARCEL IS CURRENTLY THE PROPERTY APPEARS TO BE RESIDENTIAL AND AGRICULTURAL USE. THEREFORE, THIS SURVEY IS CLASSIFIED AS AN URBAN SURVEY. URBAN SURVEYS ARE PERFORMED ON LAND LYING WITHIN OR CONTIGUOUS WITH A CITY OR TOWN, EXCEPT FOR SINGLE FAMILY RESIDENTIAL LOTS. URBAN SURVEYS INCLUDE COMMERCIAL AND INDUSTRIAL PROPERTIES, CONDOMINIUMS, TOWNHOUSES, APARTMENTS, AND OTHER MULTI -UNIT DEVELOPMENTS. URBAN SURVEYS ACCEPTABLE RELATIVE POSITIONAL ACCURACY IS 0.07 FEET (21 MILLIMETERS) PLUS 50 PARTS PER MILLION. SURVEYOR'S CERTIFICATION TO: KENNMAR LLC, BRENWICK TND COMMUNITIES, LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 8, 9, 13, 15, AND 16 OF TABLE A THEREOF. I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE INFORMATION AND BELIEF, THE HEREIN SURVEY MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS AND THE WITHIN PLAT REPRESENTS A SURVEY MADE UNDER MY SUPERVISION IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE. THE FIELDWORK WAS COMPLETED ON JANUARY 10, 2023. PRO FORMA ANDREW D. BAXTER, JR, PS REGISTERED LAND SURVEYOR #LS2040029 dboxter@schneidergeomatics.com JANUARY 1, 2023 FIEDAgn0N STATEIM NT 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. ANDREW D. BAXTER, JR, PS TITLE LAND DESCRIPTION BLOCK B IN THE VILLAGE OF WESTCLAY, SECTION 6003-B, THE PLAT THEREOF RECORDED AS INSTRUMENT NO. 2007013950, IN PLAT CABINET 4, SLIDE 264, AS CORRECTED BY CERTIFICATE OF CORRECTION RECORDED FEBRUARY 27, 2019, AS INSTRUMENT NO. 2019006936, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA ALTA/NSPS TABLE 'A' ITEMS ITEM 1 MONUMENTS PLACED (OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER) AT ALL MAJOR CORNERS OF THE BOUNDARY OF THE PROPERTY, UNLESS ALREADY MARKED OR REFERENCED BY EXISTING MONUMENTS OR WITNESSES IN CLOSE PROXIMITY TO THE CORNER, AS SHOWN HEREIN. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM 2 ADDRESS(ES) OF THE SURVEYED PROPERTY IF DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR OR OBSERVED WHILE CONDUCTING THE FIELDWORK, AS SHOWN HEREIN. COMMENT: 0 HARLESTON STREET ITEM 3 FLOOD ZONE CLASSIFICATION (WITH PROPER ANNOTATION BASED ON FEDERAL FLOOD INSURANCE RATE MAPS OR THE STATE OR LOCAL EQUIVALENT) DEPICTED BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY. REAL ESTATE LIES WITHIN; THE UNSHADED ZONE "X", WHICH ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. ALL AS SHOWN ON FIRM MAP 18057CO205G DATED 11/19/2014 AND BY SCALING FROM SAID RATE MAPS. ITEM 4 GROSS LAND AREA(AND OTHER AREAS IF SPECIFIED BY THE CLIENT) ARE SHOWN HEREIN. COMMENT:2.979f ACRES (129752 SF) ITEM 5 VERTICAL RELIEF WITH THE SOURCE OF INFORMATION (E.G., GROUND SURVEY, AERIAL MAP), CONTOUR INTERVAL, DATUM, AND ORIGINATING BENCHMARK IDENTIFIED AND SHOWN HEREIN. NAVD88 DATUM AS OBSERVED WITH GPS OCCUPATION USING THE INDOT INCORS VRS NETWORK. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM 8 SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK (IN ADDITION TO THE IMPROVEMENTS AND FEATURES REQUIRED PURSUANT TO SECTION 5 ABOVE) (E.G., PARKING LOTS, BILLBOARDS, SIGNS, SWIMMING POOLS, LANDSCAPED AREAS, SUBSTANTIAL AREAS OF REFUSE) AS SHOWN HEREIN. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM 9 NUMBER AND STYLE (E.G., DISABLED, MOTORCYCLE, REGULAR AND OTHER MARKED SPECIALIZED TYPES) OF CLEARLY IDENTIFIABLE PARKING SPACES ON SURFACE PARKING AREAS, LOTS AND IN PARKING STRUCTURES. STRIPING OF CLEARLY IDENTIFIABLE PARKING SPACES ON SURFACE PARKING AREAS AND LOTS. COMMENT: VACANT PARCEL AND NO EXISTING PARKING ON SITE ITEM 13 NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS. IF MORE THAN ONE OWNER, IDENTIFY THE FIRST OWNER'S NAME LISTED IN THE TAX RECORDS FOLLOWED BY "ET AL." COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM 15 RECTIFIED ORTHOPHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING, REMOTE SENSING, AIRBORNE/MOBILE LASER SCANNING AND OTHER SIMILAR PRODUCTS, TOOLS OR TECHNOLOGIES AS THE BASIS FOR SHOWING THE LOCATION OF CERTAIN FEATURES (EXCLUDING BOUNDARIES) WHERE GROUND MEASUREMENTS ARE NOT OTHERWISE NECESSARY TO LOCATE THOSE FEATURES TO AN APPROPRIATE AND ACCEPTABLE ACCURACY RELATIVE TO A NEARBY BOUNDARY. THE SURVEYOR SHALL (A) DISCUSS THE RAMIFICATIONS OF SUCH METHODOLOGIES (E.G., THE POTENTIAL PRECISION AND COMPLETENESS OF THE DATA GATHERED THEREBY) WITH THE INSURER, LENDER, AND CLIENT PRIOR TO THE PERFORMANCE OF THE SURVEY, AND (B) PLACE A NOTE ON THE FACE OF THE SURVEY EXPLAINING THE SOURCE, DATE, PRECISION, AND OTHER RELEVANT QUALIFICATIONS OF ANY SUCH DATA. COMMENT: NONE USED ON SURVEY ITEM 16 EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. COMMENT: NONE NOTED AT THE TIME OF SURVEY TITLE COMMITMENT SCHEDULE BII NOTES ITEMS 1-14 AND 19-21 WERE NOT FOUND TO CURRENTLY BE SURVEY RELATED. ITEM #15 EASEMENT AND ASSOCIATED RIGHTS GRANTED TO PSI ENERGY, INC., AN INDIANA CORPORATION BY BRENWICK TND COMMUNITIES, LLC, AN INDIANA LIMITED LIABILITY COMPANY IN AN INSTRUMENT DATED JULY 8, 2002 AND RECORDED JULY 22, 2002 IN INSTRUMENT NO. 200200051650 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM #16 EASEMENT AND ASSOCIATED RIGHTS GRANTED TO INDIANA FIBER WORKS, L.L.C. BY BRENWICK TND COMMUNITIES,LLC IN AN INSTRUMENT DATED MARCH 8, 2004 AND RECORDED MAY 14, 2004 IN INSTRUMENT NO. 200400032345 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM #17 BUILDING LINES AND EASEMENTS AS EVIDENCED ON THE PLAT RECORDED MARCH 9, 2007, IN PLAT CABINET 4,SLIDE 264, AS INSTRUMENT NO. 2007013950 AS CORRECTED BY CERTIFICATE OF CORRECTION RECORDED FEBRUARY 27, 2019, AS INSTRUMENT NO. 2019006936, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY ITEM #18 ADDITIONAL PROTECTIVE RESTRICTIONS, COVENANTS, LIMITATIONS AND EASEMENTS FOR PERIPHERAL RETAIL AREA RECORDED MAY 16, 2007 AS INSTRUMENT NO. 2007026983 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. COMMENT: AS SHOWN ON THE FACE OF THE SURVEY SURVEYOR'S NOTES 1. 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 2. 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 SCHNEIDER GEOMATICS, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. 3. THIS SURVEY IS BASED ON A COMPLETED TITLE COMMITMENT REPORT BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER 231201, DATED DECEMBER 27, 2022 AND IS SUBJECT TO THAT COMMITMENT, ANY MISSING OR NEW INFORMATION THAT IS FOUND AFTER THE SIGNING OF THIS SURVEY DOES NOT REFLECT THE COMPETENCE OF THIS SURVEYOR. NO TITLE RESEARCH WAS COMPLETED BY THIS SURVEYOR TO PROVE OR DISPROVE ANY WORK THE TITLE COMPANY PROVIDED. ANY MISSING OR NEW INFORMATION THAT IS FOUND AFTER THE SIGNING OF THIS SURVEY DOES NOT REFLECT THE COMPETENCE OF THIS SURVEYOR. 4. BASIS OF BEARINGS; THE BEARINGS SHOWN ON THIS SURVEY ARE BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD83 (2011.00). SAID BEARINGS ORIGINATED FROM A FIELD TRAVERSE WHICH WAS TIED (REFERENCED) TO SAID COORDINATE SYSTEM BY GPS OBSERVATIONS USING INDIANA'S INCORS RTK NETWORK. 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. T HE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 6. A COMBINATION OF GPS COLLECTION AND ROBOTIC TOTAL STATION WAS UTILIZED IN COMPLETING THIS SURVEY. THE LOCATIONS OF BOUNDARY CONTROL MONUMENTS WAS COMPLETED WITH A DUAL FREQUENCY GPS RECEIVER, UTILIZING THE INDOT INCORS RTK NETWORK. ALL EQUIPMENT USED WERE TRIMBLE GPS ROVERS, TOTAL STATIONS, DATA COLLECTORS AND LEVELING INSTRUMENTS.. LEGEN ED 0 ® INLET OR CATCH BASIN ® SEWER MANHOLE (2 TELEPHONE MANHOLE QA ACCESS COVER TQ TRAFFIC MANHOLE 0 WATER MANHOLE • MANHOLE 'COCLEANOUT # AREA LIGHT UTILITY POLE WITH GUY WIRE UTILITY POLE WITH RISER FLAG POLE ® TRAFFIC POLE IOU UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER ©u CONDITIONING UNIT ♦o- UTILITY VALVE Yf HYDRANT O WELL -0*-WATER VALVE OW WATER METER -0o- GAS VALVE OG GAS METER SIGNS ® MAILBOX jF a'io TREE, SHRUB BENCHMARK SOIL BORING - - - - - - - - - - OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS X X X- FENCE LINE FLOW LINE 401 Schneider 6EOMATICS Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 www.schneidercorp.com H w � Q w E o rr) N M z Or� ~ A w w x W r C) E-1 P-4 w [� ­4 C) � a P-1 w a co co co o � � Z CD � Z � o o Z o Z U o � Z w a d J U DATE: PROJECT NO.: 01/27/23 14778 DRAWN BY: CHECKED BY: ADB ADB REVISIONS: DRAWING FILES: SHEET NO.: 2 2