Loading...
HomeMy WebLinkAboutSPP020.0_SURVEY_NOTESREVISIONS AND ISSUESPREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:FIELD BY:DWG NAME:PROJECT NO.:DATE BY DATE: OF ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2019 WEIHE ENGINEERS, INC. W180791JT W18079101/25/2019BK JD SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPROGRESSIVE AE10940 NORTH MICHIGAN ROAD, ZIONSVILLE, INDIANA2 2 ALTA/NSPS LAND TITLE SURVEYCLIENT: PROGRESSIVE AE 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 OR POSSESSION LINES. THE SURVEY MEETS THE MINIMUM STANDARD REQUIREMENTS FOR AN ALTA/NSPS LAND TITLE SURVEY (EFFECTIVE FEBRUARY 23, 2016) AS WELL AS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYS IN INDIANA PER 865 IAC 12.1. CURRENT OWNER OF RECORD: WAL-MART STORES EAST, LP, A DELAWARE LIMITED PARTNERSHIP INSTRUMENT NO. 200600024491 (HAMILTON COUNTY) RECORD DESCRIPTIONS PARCEL I: (HAMILTON COUNTY) PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF AN EAST-WEST FENCE LINE AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, SAID INTERSECTION POINT LOCATED 636.77 FEET SOUTH 04 DEGREES 12 MINUTES 49 SECONDS WEST (ASSUMED BEARING) ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 17 NORTH, RANGE 2 EAST OF BOONE COUNTY, INDIANA, FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 04 DEGREES 12 MINUTES 49 SECONDS WEST ON THE WEST LINE OF SAID SOUTHWEST QUARTER 699.73 FEET TO THE SOUTHWEST CORNER OF REAL ESTATE DESCRIBED IN A WARRANTY DEED RECORDED AS INSTRUMENT NO. 88-23822 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 88 DEGREES 55 MINUTES 11 SECONDS EAST ON THE SOUTHERLY LINE OF SAID REAL ESTATE FORMING AN INTERIOR ANGLE OF 86 DEGREES 52 MINUTES 00 SECONDS WITH THE WEST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 612.45 FEET TO A POINT ON THE CENTERLINE OF U.S. HIGHWAY 421 (AKA MICHIGAN ROAD) AS NOW LOCATED AND IMPROVED, SAID CENTERLINE BEING A CURVE, THE RADIUS POINT OF WHICH LIES 17188.74 FEET NORTH 76 DEGREES 27 MINUTES 45 SECONDS EAST FROM SAID POINT; THENCE NORTHWESTERLY, CURVING TO THE RIGHT ON SAID CENTERLINE, AN ARC DISTANCE OF 570.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE AT A POINT THAT IS 17188.74 FEET SOUTH 78 DEGREES 2 MINUTES 51 SECONDS WEST OF THE RADIUS POINT OF SAID CURVE; THENCE NORTH 11 DEGREES 38 MINUTES 09 SECONDS WEST ON SAID CENTERLINE 157.74 FEET TO A POINT ON THE EASTERLY PROLONGATION OF THE AFORESAID FENCE LINE, SAID POINT BEING THE NORTHEASTERLY CORNER OF REAL ESTATE DESCRIBED IN A QUITCLAIM DEED RECORDED AS INSTRUMENT NO. 94-30153 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 44 MINUTES 20 SECONDS WEST ALONG SAID FENCE LINE AND ON THE NORTHERLY LINE OF SAID REAL ESTATE 404.81 FEET TO THE PLACE OF BEGINNING. EXCEPT, THAT PART CONVEYED TO THE STATE OF INDIANA BY DEED DATED OCTOBER 21, 1999 AND RECORDED FEBRUARY 15, 2000 AS INSTRUMENT NO. 2000-7274, DESCRIBED AS FOLLOWS: PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 17 NORTH, RANGE 2 EAST, BOONE COUNTY, INDIANA; THENCE SOUTH 0 DEGREES 39 MINUTES 08 SECONDS EAST 1336.50 FEET (DISTANCE DEDUCED FROM INSTRUMENT NO. 95-55474) ALONG THE EAST LINE OF SAID SECTION 1 TO THE SOUTHERN LINE OF THE OWNER'S LAND; THENCE NORTH 86 DEGREES 12 MINUTES 52 SECONDS EAST 570.68 FEET ALONG SAID SOUTHERN LINE OF THE OWNER'S LAND TO THE WESTERN BOUNDARY OF U.S.R. 421 AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 86 DEGREES 12 MINUTES 52 SECONDS WEST 5.95 FEET ALONG SAID SOUTHERN LINE; THENCE NORTHWESTERLY 11.79 FEET ALONG AN ARC TO THE RIGHT AND HAVING A RADIUS OF 17386.45 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 17 DEGREES 40 MINUTES 35 SECONDS WEST AND A LENGTH OF 11.79 FEET; THENCE NORTH 21 DEGREES 06 MINUTES 12 SECONDS WEST 330.15 FEET; THENCE NORTH 13 DEGREES 46 MINUTES 10 SECONDS WEST 233.15 FEET; THENCE NORTH 12 DEGREES 19 MINUTES 24 SECONDS WEST 152.60 FEET TO THE NORTHERN LINE OF THE OWNER'S LAND; THENCE NORTH 84 DEGREES 52 MINUTES 23 SECONDS EAST 9.80 FEET TO THE WESTERN BOUNDARY OF SAID U.S.R. 421; THENCE SOUTH 15 DEGREES 48 MINUTES 20 SECONDS EAST 150.51 FEET ALONG THE BOUNDARY OF SAID U.S.R. 421; THENCE CONTINUING ALONG SAID BOUNDARY SOUTHEASTERLY 574.88 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 17380.68 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 16 DEGREES 45 MINUTES 11 SECONDS EAST AND A LENGTH OF 574.85 FEET TO THE POINT OF BEGINNING. ALSO, LESS AND EXCEPT, THAT PORTION OF THE ABOVE-DESCRIBED REAL ESTATE CONVEYED TO NOTTINGHAM, LLC BY QUITCLAIM DEED DATED AUGUST 22, 2018 AND RECORDED SEPTEMBER 12, 2018 AS INSTRUMENT NO. 2018042558. AS SURVEYED REAL ESTATE DESCRIPTION (CLIENT DIRECTED) THE FOLLOWING DESCRIPTION WAS PREPARED BY JOSEPH TRTAN, P.S. - INDIANA #LS21500003 OF WEIHE ENGINEERS, INC. AS PART OF A SURVEY PERFORMED UNDER JOB NO. W180791, DATED 04/09/2019. PART OF THE SOUTHWEST CORNER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 WEST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 6, THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION 6, 1314.40 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE, 81.37 FEET; THENCE NORTH 85 DEGREES 28 MINUTES 08 SECONDS EAST, 175.57 FEET; THENCE NORTH 04 DEGREES 31 MINUTES 52 SECONDS WEST, 33.57 FEET; THENCE NORTH 85 DEGREES 28 MINUTES 08 SECONDS EAST, 325.06 FEET TO THE WEST RIGHT OF WAY LINE OF MICHIGAN ROAD; THENCE SOUTH 20 DEGREES 32 MINUTES 51 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 119.27 FEET TO THE NORTH LINE OF INSTRUMENT NUMBER 2018042558 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE SOUTH 85 DEGREES 28 MINUTES 08 SECONDS WEST, ALONG SAID NORTH LINE, 540.53 FEET TO THE POINT OF BEGINNING, CONTAINING 1.23 ACRES, MORE OR LESS. 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 YELLOW PLASTIC CAPS STAMPED "WEIHE ENGR 0012", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED "WEIHE ENGR 0012" 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 THE SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST. NORTHWEST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNER RECORD. NORTH QUARTER CORNER - A MAG NAIL FOUND FLUSH WITH GRADE FOUND. NO COUNTY SURVEYORS SECTION CORNER RECORD FOUND FOR THIS MONUMENT. EAST QUARTER CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNER RECORD. SOUTHEAST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNER RECORD. SOUTH QUARTER CORNER - CALCULATED CORNER. NO MONUMENT FOUND AT THIS CORNER LOCATION. A PREVIOUS ALTA SURVEY PERFORMED FOR PART OF THESE SURVEY TRACTS BY FALCON ENGINEERING, INC., DATED 10-18-06, WAS GIVEN TO WEIHE ENGINEERS (UN-RECORDED DOCUMENT) BY THE CLIENT. PER THIS FALCON SURVEY, A MONUMENT WAS FOUND, LOCATED AND HELD AS SUCH CORNER. THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE FOUND MONUMENTS ON THE FALCON SURVEY WERE HELD BETWEEN THE CORRESPONDING MONUMENTS FOUND PER THIS WEIHE SURVEY TO ESTABLISH THIS CORNERS LOCATION. SOUTHWEST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNER RECORD. WEST QUARTER CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNER RECORD. ACCESSORY MONUMENTS: VARIOUS MONUMENT WERE FOUND AS NOTED ON THE PLAT. THEORY OF LOCATION THE SUBJECT REAL ESTATE IS DESCRIBED BY METES AND BOUNDS. THESE TYPES OF DESCRIPTIONS MAKE "CALLS", WHICH ARE REFERENCES TO RECORD, NATURAL, OR ARTIFICIAL MONUMENTS AT THE CORNERS; AND RECORD, NATURAL OR CULTURAL BOUNDARY LINES. THE MOST COMMON METHOD IS TO RECITE THE DIRECTION AND LENGTH OF EACH LINE AS ONE WOULD WALK AROUND THE PERIMETER OF THE PROPERTY. THE FOLLOWING PARAGRAPHS ARE OBSERVATIONS RELATIVE TO THOSE CONTROLLING MONUMENTS AND CALLS AS REFERENCED IN THE DESCRIPTION. PARCEL 1 BEGINS AT AN EAST-WEST FENCE LINE. THIS FENCE LINE WAS LOCATED IN THE FIELD AND WAS HELD AS THE POINT OF BEGINNING. THE RECORD DESCRIPTION STATES THIS FENCE IS 699.73 FEET SOUTH ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 6,. THE COMMENCEMENT POINT WAS NOT LOCATED. THE EAST LINE WAS ESTABLISHED BY THE RIGHT OF WAY TAKING IN INSTRUMENT NUMBER 200000007274 AND THE INDIANA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLANS FOR DES NO. 9015600, DATED 11/13/1998. THE SOUTH LINE WAS ESTABLISHED BY RECORD BEARING AND DISTANCE. THE WEST LINE WAS ESTABLISHED BY BEING THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 6. A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 09/20/2011 AS PROJECT NUMBER W110526 WAS USED AS REFERENCE FOR THIS SURVEY. A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 06/23/2017 AS PROJECT NUMBER W170034 WAS USED AS REFERENCE FOR THIS SURVEY. A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 11/27/2017 AS PROJECT NUMBER W170567 WAS USED AS REFERENCE 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 THE FOLLOWING 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. UNLESS OTHERWISE NOTED OR SHOWN ON THE SURVEY, THERE IS NO VISIBLE EVIDENCE OF OCCUPATION (POSSESSION) ALONG THE DEED LINES OF THE SUBJECT REAL ESTATE. THE EAST LINE OF PARCEL 1 IS TO THE IMPROVEMENTS OF US 421 (MICHIGAN ROAD). 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 THE CITY OF CARMEL, INDIANA, MAP #18057C0205G DATED NOVEMBER 19, 2014, THE DESCRIBED REAL ESTATE LIES WITHIN THE UNSHADED ZONE "X," WHICH ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. ZONING THERE MAY BE A NEED FOR AN INTERPRETATION OF CERTAIN RESTRICTIONS AND REQUIREMENTS THAT CAN ONLY BE GIVEN BY THE ZONING ADMINISTRATOR. A SURVEYOR CANNOT MAKE A CERTIFICATION ON THE BASIS OF AN INTERPRETATION OR OPINION OF ANOTHER PARTY. SET BACK REQUIREMENTS CAN BE VARIABLE, TRANSITIONAL, AND SUBJECT TO LEGAL INTERPRETATION; THEREFORE, SETBACK LINES ARE NOT DEPICTED ON THE SURVEY. AN EMAIL FROM BLAKE SCHULZ FROM ICEMILLER, LLP DATED MARCH 03, 2018, PROVIDED THE FOLLOWING ZONING INFORMATION: CARMEL PORTION (EASTERN THIRD OF SITE): CURRENT ZONING: B-3 BUSINESS DISTRICT (SEE ATTACHED CARMEL - B-3 DISTRICT STANDARDS) OVERLAY ZONE: U.S 421 CORRIDOR OVERLAY SETBACK STANDARDS: A. MINIMUM FRONT YARD: 30 FEET, MEASURED FROM THE US 421 - MICHIGAN ROAD RIGHT-OF-WAY. THIS MEASUREMENT SHALL INCLUDE THE MANDATORY 30 FOOT GREENBELT. B. MAXIMUM FRONT YARD: 120 FEET, MEASURED FROM THE US 421 - MICHIGAN ROAD RIGHT-OF-WAY. THIS MEASUREMENT SHALL INCLUDE THE MANDATORY 30 FOOT GREENBELT. C. MINIMUM SIDE AND REAR YARDS: IF NEXT TO A BUSINESS DISTRICT OR DEVELOPMENT - 15 FEET; IF NEXT TO INDUSTRIAL DISTRICT OR DEVELOPMENT - 20 FEET. TITLE COMMITMENT/EASEMENTS THIS SURVEY WAS PREPARED UTILIZING INFORMATION CONTAINED IN FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT #101900136 REVISION B, DATED MAY 01, 2019. SOME OF THE ITEMS DISCLOSED IN SCHEDULE BII OF SAID COMMITMENT HAVE BEEN SHOWN ON THE SURVEY, IF POSSIBLE, AND ARE IDENTIFIED BY THEIR RECORD INFORMATION. IF THERE IS A NEED FOR ADDITIONAL ITEMS TO BE SHOWN ON THE SURVEY, PLEASE ADVISE ME AND PROVIDE THE APPROPRIATE INFORMATION. 9. 20' SEWER EASEMENT GRANTED TO THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT DATED JULY 21, 1995 AND RECORDED DECEMBER 26, 1995 AS INSTRUMENT NO. 95-66240. (LOCATED AS SHOWN ON THE SURVEYED REAL ESTATE.) 10. PERPETUAL HIGHWAY EASEMENT GRANTED TO THE STATE OF INDIANA, DATED JULY 14, 2005 AND RECORDED NOVEMBER 8, 2005 AS INSTRUMENT NUMBER 200500073534. (NOT LOCATED ON THE SURVEYED REAL ESTATE. AS SHOWN ON THE SURVEY ALONG THE WEST LINE OF US 421 AT THE NORTHEAST CORNER OF THE PARENT PARCEL) 12. TERMS AND PROVISIONS OF DECLARATION OF DEVELOPMENT STANDARDS, COVENANTS AND RESTRICTIONS FOR ANDRADE INDUSTRIAL PARK DATED NOVEMBER 2, 1994, AND RECORDED ON NOVEMBER 3, 1994, IN MISCELLANEOUS BOOK 149, PAGE 354, IN THE OFFICE OF THE RECORDER OF BOONE COUNTY, INDIANA, AS AMENDED BY FIRST AMENDMENT TO DECLARATION OF DEVELOPMENT STANDARDS, COVENANTS AND RESTRICTIONS FOR ANDRADE INDUSTRIAL PARK DATED MARCH 8, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008773, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. (NOT LOCATED ON THE SURVEYED REAL ESTATE) 13. TEMPORARY ACCESS EASEMENT AGREEMENT BY AND BETWEEN ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY AND ARIA ZIONSVILLE, LLC, AN INDIANA LIMITED LIABILITY COMPANY, DATED MARCH 5, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008771, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA (NOT LOCATED ON THE SURVEYED REAL ESTATE) 14. TERMS AND PROVISIONS OF EXCLUSIVE SANITARY SEWER EASEMENT AGREEMENT BY AND BETWEEN J.S. SNIDER AND VICKI L. SNIDER, TRICO REGIONAL SEWER DISTRICT, DULY ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF INDIANA, ARIA ZIONSVILLE, LLC, AN INDIANA LIMITED LIABILITY COMPANY AND ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY, DATED MARCH 7, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008772, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. (NOT LOCATED ON THE SURVEYED REAL ESTATE) 15. TERMS AND PROVISIONS SET FORTH IN SPECIAL WARRANTY DEED FROM WAL-MART STORES EAST, LP, A DELAWARE LIMITED PARTNERSHIP, TO ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY DATED MARCH 8, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008648. 16. GRANT OF EASEMENT TO DUKE ENERGY INDIANA, LLC DATED APRIL 25, 2019 AND RECORDED MAY 6, 2019 AS INSTRUMENT NO. 2019018084. (NOT LOCATED ON THE SURVEYED REAL ESTATE) 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 WEIHE ENGINEERS, INC., 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. LOCATES WERE REQUESTED TO BE MARKED BY INDIANA UNDERGROUND PLANT PROTECTION SERVICE AND THE REQUEST WAS IGNORED. ACCORDING TO THE HAMILTON COUNTY GIS, THERE ARE NO REGULATED DRAINS THAT ADJOIN OR CROSS THE SURVEYED REAL ESTATE. ALTA/NSPS TABLE A ITEMS 10 - THERE WAS NOT ANY OBSERVED PARTY WALLS. 16 - THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED. 17 - THERE WAS NOT EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED. 18 - A WETLANDS DELINEATION WAS NOT COMPLETED PRIOR TO THE FIELDWORK BEING COMPLETED, THEREFORE NO DELINEATION MARKERS WERE OBSERVED. THERE ARE NO PUBLISHED WETLANDS AS SHOWN ON THE U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY MAP. CERTIFICATE OF SURVEY ALTA/NSPS LAND TITLE SURVEY TO: ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY; CHRISTIAN BROTHERS AUTOMOTIVE CORPORATION, A TEXAS CORPORATION; FIDELITY NATIONAL 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 2016 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, 6(B), 7(A), 7(B) (1), 7(C), 10, 11, 16, 17 AND 18 OF TABLE A THEREOF. I FURTHER CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THE HEREIN SURVEY MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS AS SET FORTH IN 865 IAC 1-12-7, AND THE WITHIN PLAT AND REPORT REPRESENTS THE RESULTS OF AN URBAN SURVEY, AS DEFINED THEREIN. THE FIELDWORK WAS COMPLETED UNDER MY DIRECT SUPERVISION ON JANUARY 21, 2019. __________________________________ JOSEPH TRTAN PROFESSIONAL LAND SURVEYOR #LS21500003 MAY 29, 2019 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. - JOSEPH TRTAN THIS INSTRUMENT PREPARED BY: JOSEPH TRTAN W180791 SV.DWGSECTION BREAKDOWN SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST 10/07/19