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Home My WebLink AboutSPP1.0 SurveyLEGAL DESCRIPTION PARCEL 1 PART OF THE SOUTH HALF OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST OF THE SECOND PRINCIPAL MERIDIAN IN HAMILTON COUNTY, INDIANA. SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CARMEL DRIVE COMMENCING AT THE SOUTHWEST CORNER OF SAID HALF SECTION, RUNNING THENCE NORTH 1 DEGREES 04' 45" WEST AND ALONG THE WEST LINE OF SAID HALF SECTION 1752.85 FEET; (THE NEXT 5 COURSES BEING ALONG THE CENTER LINE OF CARMEL DRIVE) RUNNING THENCE NORTH 89 DEGREES 55' EAST 600 FEET TO THE P.C. OF A CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 20 DEGREES 00' AND A RADIUS OF 1145.92 FEET; THENCE IN A NORTHEASTERLY DIRECTION ALONG SAID CURVE 400 FEET TO THE P.T. THEREOF; THENCE NORTH 69 DEGREES 55' EAST 238.51 FEET TO THE P.C. OF A CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 20 DEGREES 00' AND A RADIUS OF 1145.92 FEET; THENCE IN A NORTHEASTERLY DIRECTION ALONG SAID CURVE 400 FEET TO THE P.T. THEREOF; THENCE NORTH 89 DEGREES 55' EAST 1525.85 FEET TO THE BEGINNING POINT OF THIS DESCRIPTION; RUNNING THENCE NORTH 89 DEGREES 55' EAST AND ALONG THE CENTER OF CARMEL DRIVE 225 FEET; THENCE SOUTH 0 DEGREES 05' EAST ALONG THE CENTER OF KEYSTONE WAY 290 FEET; THENCE SOUTH 89 DEGREES 55' WEST 225 FEET; THENCE NORTH 0 DEGREES 05' WEST 290 FEET TO THE POINT OF BEGINNING, CONTAINING 1.498 ACRES, MORE OR LESS. EXCEPT THEREFROM THAT PORTION CONVEYED TO THE CITY OF CARMEL PURSUANT TO LIMITED WARRANTY DEED RECORDED JULY 24, 2001 AS DOCUMENT 200100045348. PARCEL 2: PART OF THE SOUTH HALF OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST OF THE SECOND PRINCIPAL MERIDIAN IN HAMILTON COUNTY, INDIANA BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST; THENCE BEARING NORTH 01 DEGREE 04 MINUTES 45 SECONDS WEST (BASIS OF BEARINGS IS FROM DEED RECORD 343, PAGE 42, OFFICE OF THE HAMILTON COUNTY RECORDER) ALONG THE WEST LINE THEREOF A DISTANCE OF 1752.85 FEET TO THE CENTERLINE OF CARMEL DRIVE; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE A DISTANCE OF 600.00 FEET TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS OF 1145.92. FEET, THE RADIUS POINT OF WHICH BEARS NORTH 00 DEGREES 05 MINUTES 00 SECONDS WEST; THENCE EASTERLY ALONG SAID CURVE AND ALONG SAID CENTERLINE AN ARC DISTANCE OF 400.00 FEET TO A POINT BEARING SOUTH 20 DEGREES 05 MINUTES 00 SECONDS EAST FROM SAID RADIUS POINT; THENCE NORTH 69 DEGREES 55 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE A DISTANCE OF 238.51 FEET TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS OF 1145.92 FEET THE RADIUS POINT OF WHICH BEARS SOUTH 20 DEGREES 05 MINUTES 00 SECONDS EAST; THENCE EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 400.00 FEET TO A POINT BEARING NORTH 00 DEGREES 05 MINUTES 00 SECONDS WEST FROM SAID RADIUS POINT; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE A DISTANCE OF 1505.85 FEET; THENCE SOUTH 00 DECREES 05 MINUTES 00 SECONDS EAST A DISTANCE OF 54.25 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 89 DECREES 55 MINUTES 00 SECONDS EAST ALONG THE SOUTH RIGHT—OF—WAY LINE OF CARMEL DRIVE A DISTANCE OF 20.00 FEET TO A 5/8" IRON ROD WITH YELLOW CAP STAMPED MILLER SURVEYING; THENCE SOUTH 00 DEGREES 05 MINUTES 00 SECONDS EAST A DISTANCE OF 235.75 FEET; THENCE SOUTH 89 DEGREES 55 MINUTES 00 SECONDS WEST PARALLEL WITH THE SAID SOUTH RIGHT—OF—WAY LINE A DISTANCE OF 20.00 FEET TO A 5/8" IRON ROD YELLOW CAP STAMPED MILLER SURVEYING; THENCE NORTH 00 DEGREES 05 MINUTES 00 SECONDS WEST ALONG SAID WEST LINE A DISTANCE OF 235.75 FEET TO THE PONT OF BEGINNING. CONTAINING 0.108 OF AN ACRE, MORE OR LESS. SITE PHOTO TITLE COMMITMENT NOTES This Survey was prepared utilizing information contained in First American Title Insurance Company File No. NCS-1031472—STLO, dated September 21, 2020. 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 and provide the appropriate information. Line 6 — Easement Agreement by and between The Steak N Shake Company and THE CITY OF CARMEL, recorded October 19, 2001 as document 200100066909. Affects subject property and is shown hereon. Line 7 — Utility Easement made by Ralph L. Wilfong to Indiana Bell Telephone Company, recorded November 23, 1971 in Book 251, Page 156 as amended by Amendment to Utility Easement recorded April 19, 1977 in Book 295, Page 411. Property described in the easement as the Servient Tenement is found northwest of the subject tract meaning the easement does not fall across the subject tract. Line 8 — Easement for Electric Underground Cable Lines, made by Keystone Square Shopping Center Company to Public Service Company of Indiana, Inc., recorded August 8, 1973 in Book 268, Page 167. Does not appear to affect subject property. Property described in easement falls southwest of the subject property. Line 9 — Easement for Electric Underground Cable Lines, made by Steak N Shake, Inc. to Public Service Company of Indiana, Inc., recorded February 8, 1973 in Book 264, Page 86. Affects subject property and is shown hereon as such. Line 10 — Dedication of Street made by Lewis C. Bose, Trustee, Landmark Development Co., Ralph L. Wilfong and Steak N Shake, Inc. a Delaware corporation., recorded November 28, 1972 in Book 262, Page 285. Affects subject property with the Street being described hereon being East Carmel Drive which is shown hereon. Line 11 — Easement for Electric Underground Cable Lines, made by Ralph L. Wilfong to Public Service Company of Indiana, Inc., recorded April 14, 1972 in Book 255, Page 313. Easement described hereon falls southwest of the subject property and does not lie on the subject property. Line 12 — Utility Easement made by Ralph L. Wilfong to Indiana Bell Telephone Company, recorded August 1, 1968 in Book 107, Page 153. Easement described hereon falls southwest of the subject property and does not lie on the subject property. Line 13 — Utility Easement made by Ralph L. Wilfong to Indiana Bell Telephone Company, recorded January 25, 1968 in Book 218, Page 22. Easement described hereon falls southwest of the subject property and does not lie on the subject property. Line 14 — Pipeline Easement made by Narcissa Wainwright and Wainwright Trust Company to Indiana Gas Distribution Company, recorded June 30, 1932 in Book 31, Page 331 as amended by Amendment to Easement made by Keystone Square Company, a partnership and Indiana Gas Company, Inc., recorded April 23, 1969 in Book 112, page 233 and May 6, 1969 in Book 227, Page 314. Easements described hereon fall south and west of the subject property and does not lie on the subject property. GENERAL NOTES Table A Item Notes: Item 16 — There is no evidence of earth moving, building construction, or building additions on the subject tract. Item 17 — There is no visible evidence of recent street or sidewalk construction or repairs, nor proposed changes in street right of way lines. Item 18 — There has been no field delineation of wetlands conducted by a qualified specialist hired by the client, thus no markers have been observed nor shown on the survey. There is no wetlands on the surveyed property based on information obtained from the National Wetland Inventory website which is maintained by the U.S. Fish and Wildlife Service. (http://www.fws.gov/wetlands/Data/Mapper.html) SURVEYORS REPORT The planimetric & topographic data was gathered using standard radial surveying techniques with an electronic instrument with data collector. Elevations on hard surfaces or structures are accurate to within 0.05 feet; elevations on natural surfaces are accurate to within 0.1 feet on the date on which the elevations were obtained; however, changes in elevations can occur due to soils swell and subsidence, freeze thaw cycles, and wind and water erosion. The magnitude of these changes depends upon soils types, seasonal changes, and the frequency and intensity of wind, rain, and snow events. It is recommended that if the Topographic data is to be used for planning or design purposes that a check of elevations be performed prior to any construction activity. Contours are plotted based upon interpolation of the spot elevations shown hereon and are generally accurate to within one—half of the contour interval depicted. The following paragraphs are observations and opinions regarding the uncertainties in the locations of monuments (found and set) record documents, and the deed lines as established 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 were set or found flush with the surface, unless otherwise noted during the course of this survey. There may be 5/8" rebar with orange plastic caps stamped "REFERENCE POINT" found on or near the subject real estate. These are working points and not to be confused as 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. 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 the survey, because the difference is deemed insignificant. The difference may be shown on the survey to accentuate the uncertainty of that corner. 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 at the corners of the subject real estate established this survey 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 purpose of this survey was to retrace and monument the boundary of the tract of land described in the above 'Description". 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. The following are the monuments found or re—established marking the corners common to the South Half of Section 31, Township 18 North, Range 4 East. Northwest Corner of the Southwest Quarter of said Section — Harrison monument found per Hamilton County Surveyor's Office Corner Record tie sheets. Northeast Corner of the Southwest Quarter of said Section — Rebor found per Hamilton County Surveyor's Office Corner Record tie sheets. Southeast Corner of the Southwest Quarter of said Section — Harrison monument found per Hamilton County Surveyor's Office Corner Record tie sheets. Southwest Corner of the Southwest Quarter of said Section — Harrison monument found per Hamilton County Surveyor's Office Corner Record tie sheets. Southeast Corner of the Southeast Quarter of said Section — Harrison monument found per Hamilton County Surveyor's Office Corner Record tie sheets. 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. SURVEYORS CERTIFICATE Certificate of Survey ALTA/NSPS Land Title Survey To: Mathes Family Limited Partnership: This is to certifythat this ma or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA NSPS Land P P Y q / Title Surveys," jointly established and adopted by ALTA and NSPS in 2016, and includes Items 1, 2, 3, 4, 5, 7(a), 7(b)(1), 8, 9, 10, and 11 (a) of Table A thereof. Pursuant to the AccuracyStandards as adopted b ALTA and NSPS and in effect on the date of this certification undersigned further certifies that in m professional opinion, as a P Y 9 YP P land surveyor registered in the State of Indiana, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. I further certify that to the best of my professional knowledge, information, and belief, the within plat represents the results of an Urban Survey, as defined in 865 IAC 1-12-7, completed, in the field, under my direct supervision on August 19, 2020. ®®®®®®®®®e m m S c®®®®®® . . ®®�OQ�.��GISTERF T%F< ® IN0. e a ®*• S0510 •*® ® e ® STATE OF Donn M. Scotten e®®� •°•. y P ; ®� Professional Land Surveyor #S0510 ®®q •° •.. NDIAN••.•• ®®® September 1, 2020 ®®®®®�D URm ®; ®®®® mmmmm I I I !� �z I I j I I Im T Im IN i I I.o 1= Ix Iin: I � olo o mid 00 0¢5 Ii 92 N89 55 00 E 600 00 R_1 0 POINT OF COMMENCEMENT SW CORNER OF THE SOUTH HALF OF SECT. 31, T18N, R4E ALSO BEING THE SW CORNER OF THE DRIVE 635 EAST CARMEL DRIVE CARMEL, INDIANA �Bz � N89° 5'00"E 225.00' _ ALTAINSPS LAND .INE OF CARMEL DRIVE i TITLE SURVEY — UGE P&VT IQF BEGINNING TRACT 2� PARKING COUNT REGULAR SPACES 64 HANDICAP SPACES 04 TOTAL SPACES 68 LAND AREA 1.22 ACRES \ 53,018 SQUARE FEET LINES OF OCCUPATION Occupation means some observable improvement either man made or a natural barrier manipulated by man to delineate the boundary line. It should be noted that not all fences are erected to define boundary 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 exists 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. A concrete walk lies along the south line as shown on the survey. BASIS OF BEARING The basis of bearing for this survey is North 01 degrees 04 minutes 45 seconds West along the west line of said Half Quarter Section per subject deed. FLOOD ZONE NOTE 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 for the City of Carmel, Hamilton County, Map Number 18057CO228G dated November 11, 2014, the described real estate lies within the Unshaded Zone "X," which area is determined to be outside 500—year floodplain, by graphic plotting only. No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the federal management Agency. LEAD IN DETAIL ¢00.00, R=1 145-12 SCALE 1:100 Barnes Investment Company Instrument No. 1999005538 Parcel No: 16-10-31-00-00-016.002 I SCALE ��--ASSUMED NORTH � J ZONING NOTE Accordingto the City of Carmel GIS Zoning Layer for Hamilton Count Indiana the subject real estate is in an area designated as having a B-8 Business 8 zoning. There may be a need Y 9 Y Y. � 1 9 9 ( ) 9 Y 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 for B8 zoning can be variable, transitional, and subject to legal interpretation; therefore, setback lines are not depicted on the survey. UTILITY NOTE The locations of utilities shown hereon are based on above ground structures and/or locations as marked by others. No excavations were made during the progress of this survey to locate buried utilities/structures. AXIS Surveying encourages the use of the Indiana Underground Plant Protection Services, IUPPS, a.k.a. "Holey Maley." Their services are available by telephone at 1-800-382-5544 or through the Internet at www.iupps.org. 9 PP . 9 1505.85' CENTER LINE OF CARMEL DRIVE DRAWING LEGEND —x—x—x—x—x—x—x—x—x—x—x—x— CHAIN LINK FENCE WV WATER VALVE ® TRANSFORMER ® BEEHIVE INLET STM srra sTM STM = UNDERGROUND STORM SEWER LINES aGT ucr ucr UGT = UNDERGROUND TELEPHONE LINES( LIGHT POLE HANDICAP SPACE ® CURB INLET -UGE use UGE UGE = UNDERGROUND ELECTRIC LINES OVHD OVHD OVHD OVHD = OVERHEAD UTILITY LINES MH MANHOLE TNT TELEPHONE BOX SRN LIFT STATION REAL ESTATE BOUNDARY LINE LOT LINE TO TELEPHONE MARKER TEL TELEPHONE PEDESTAL co Q CLEANOUT — — — — — — — — SECTION LINE — — — — — — ROW = RIGHT—OF—WAY OR R/W ❑T TELEPHONE BOX (ABOVE GROUND) DO UTILITY PEDESTAL � WATER PRESSURE BREAKER — — — — CENTERLINE — — — — — — — — — — — — — — MAJOR CONTOUR INTERVAL = FIVE (5) FEET ® DRAINAGE INLET ELECTRIC BOX FQ FIBER OPTIC PEDESTAL — — MINOR CONTOUR INTERVAL = ONE (1) FOOT EMTR SIGN >< ELECTRIC METER HOLEY MOLEY SAYS " DON'T DIG BLIND' "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6 Z 0 N LL ♦W PROJECT LOCATED IN: SOUTH HALF OF SECTION 31 TOWNSHIP 18 NORTH RANGE 4 EAST CLAY TOWNSHIP HAMILTON COUNTY PREPARED FOR: Teachers Credit Union 110 South Main Street South Bend, IN 46601 TIM LO _ N � z Q a� •o 0: I O � U � L1 O CM U o LO X i 0 Q) m O O lc� U ,O EO � U U � Q X Q i 1 Q Lo Q r E I r O d' U 00 r M U LJJ z_ T CL rr� vJ DRAWN BY: R. STOHLER CHECKED BY: D. SCOTTEN ISSUE DATE: 08-31-2020 vi c 0 .Q U Cn m c � o w rn a U � U Co LU J L ~ co 0 E o Q N N Q N c 0 N a> Of C1PROJECT NUMBER -23808 SHEET 1 of 1