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Home My WebLink AboutC201 84145 ALTA SURVEYCERTIFICATE OF LAND SURVEY This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following. To: AZR Haver, LLC; Security Title Services: 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 1-4, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was completed on 7/11/18. Date: July 19, 2018 �� S ° �. F Is Cy e * : LS20600029 a _. e a STATE OF James M. Fazekas°!NDIANP•yRegistered �� Registrationand Nmberveyor of the LS20600029State of Indiana �o�m m R� Land Description Lot Number 46, and the North Half of Lot Number 47 in Johnson Addition, Second Section, an Addition to the City of Carmel, as per plat thereof, recorded in Plat Book 2, Pages 132-133 and corrected by Certificate of Error, recorded August 25, 1999 in Miscellaneous Record 56, Page 64, in the Office of the Recorder of Hamilton County, Indiana. ALTA / NSPS LAND TITLE SURVEY 7 Sherman Drive Carmel, IN N. Line, S.W.1/4, Sec.25—T18N—R3E MAIN STREET (S.R. #234) �,— — — S 89°03'3'81 W \ Inlet Asphalt \ � Drai�ge \ � Rim EIev.=931.77' Conc. b _ Curb Inlet W.15"RCP=829.9 GO E./W. 15"RCP 829.78' STM STM \ Open Ditch TOSS ros ros TOS --TOS Land Surveyor's Report 1 _ / - — — _ — _ i o / In direct accordance with the laws governing the State of Indiana, of the United States of America, and following Title 865 State Board of Registration for Land Surveyors, Article 1, bbb — — i To6 9 9 9 9 Y I General Provisions, Rule 12, Land Surveying; Competent Practice, of the Indiana Administrative Code (IAC), the following beliefs, opinions, observations, conclusions, and information are I �e ro f roe roe oT e roe hereby submitted for record. The degree of precision and accuracy necessary for a survey shall be based upon the intended use of the real estate. If the client does not provide I I I information regarding the intended use, the classification of the survey shall be based on the current use of the real estate. The surveyed premises shown hereon are classified as an I Urban Survey, having an acceptable relative positional accuracy of 0.07 feet plus 50 parts per million. The purpose of this project was to perform and prepare a Retracement Survey on the real estate that has been described hereon, under direction and instructions from the client. Relative positional accuracy (RPA) means the value expressed in feet or meters that represents the uncertainty due to random errors in measurements in the location of any point on a survey relative to any other point on the same survey at the ninety—five percent (95%) confidence level. There may be unwritten rights associated with these uncertainties. The amount of uncertainty created by any discrepancies in the lines of occupation is equal to that discrepancy itself and in situations where that uncertainty is less than that of the i appropriate RPA, it may have been considered negligible and gone unnoted. Unless otherwise noted or shown on the within survey plat, there is no evidence of occupation along the perimeter lines of the subject real estate. \ This plat of survey accurately shows the location of all visible improvements, unless noted otherwise, on the premises as of the date of last field work for this project. Also shown I are all lines of occupation and their relationship to the established lines of the subject real estate. A more accurate explanation of these relationships and how they were determined is described within this report. Unless otherwise illustrated hereon, there is no evidence of occupation along the exterior perimeter of the subject real estate. This plat of survey accurately shows the position of easements, highways, rights of way, restrictions, covenants or other encumbrances of which the Surveyor was informed of. Land Surveyor's within the State of Indiana are not qualified to perform the extensive searches needed to acquire all of those documents or agreements, and they rely upon a Title Company, the client, the client's attorney, or the land owner to provide such information. Observable evidence of these burdens are shown hereon as utility lines or associated improvements, drains, swales, roadways, driveways, paths, etcetera. Land Survey Markers, or monuments, were either set or found at all corners of the subject real estate, as shown and noted hereon. In situations where the corner is inaccessible or it would not be reasonable to set a monument at a corner, due to terrain or other hindrances, offset monuments may have been set instead, and those have been annotated hereon as well. Asphalt I I I I I I w � c0 v e IM 25.0' - There may be differences of deed D dimensions versus measured M dimensions along the established lines of the subject real estate and likewise there maybe found survey Y () () 9 1 � Y Y markers near, but not precisely at, some established corners. In cases where the extent of these differences are less than the stated RPA, and less than the uncertainty recognized with regard to any reference monuments used for this project, those differences may be considered insignificant and have been shown only for the purposes of mathematical closure. Conversely, any differences that may exceed the stated RPA and other uncertainties are considered significant and have been discussed further below. The Theory of Location applied for this project is as follows. Sanitary Sewer S N The basis of bearings for this project is the North line of the East Half of the Southwest Quarter of Section 25, bearing South 89 degrees 03 minutes 38 seonds West, State PlanepN Bearing. Manhole Rim Elev.=833.68' It is this Land Surveyor's professional opinion that the cause and the amount of uncertainty in these lines and corners is due to the following: Rim Clay-829.86' (A) Availability and condition of reference monuments — Monuments found in the Southwest Quarter of Section 25, Township 18 North, Range 3 East: NE Corner (Established by found ties); NW Corner of the East Half (Harrison Asphalt Monument found). These monuments were used to establish the north line of the subject plat. The plat angle for the north/south running lines worked well with the physical location _ on Sherman Drive and various monuments fournd (by others) within the subject block. — Additional monuments were found at or near the established corners for the subject real estate and its adjoiners and any variances have been annotated hereon. — The amount of uncertainty created by the controlling monuments and any other monuments shown hereon is equal to 0.3'. (B) Occupation or possession lines — A metal fence along the south line of the subject parcel was found to be as much as 0.5' north to 0.5' south. — The amount of uncertainty created by these discrepancies is equal to 05. (C) Clarity or ambiguity of the record description used and of adjoiner's descriptions and the relationship of the lines of the subject tract with adjoiner's lines No gaps or overlaps in title or deed lines were discovered during this survey. I (D) The relative positional accuracy of the measurements \ This survey meets or exceeds the requirements set forth by the State of Indiana. I Land Surveyor's Notes Any underground utilities depicted on the attached plat of survey have been located per visual observations or utility markings on the ground. No warranty, either expressed or implied, is made as to the accuracy and/or completeness of information presented on underground utilities, or as to its fitness for any particular purpose or use. In no event will SEA Group, its employees, agents, and/or assigns, be held liable for any damages arising out of the furnishing and/or use of such information. The path of the utility lines shown on said plat of survey should be considered approximate until they are either relocated, by calling the Indiana Underground Plant Protection Agency at 1-800-382-5544 or until they are excavated to verify the location and path of the utility lines. No warranty, either expressed or implied, is made as to the accuracy and/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 zoning, setback requirements, flood hazard zones and wetlands area(s). In no event will SEA Group, its employees, agents, and/or assigns, be liable for any damages arising out of the furnishing and/or use of such information. Any depiction of possible intrusion, trespass, invasion, and/or possible encroachment into the possessions or rights of another is not a matter of survey. An attorney and/or title _ O company should be consulted in all matters with respect to any rights of possession(s) and matters of title. O Along any line where a deed gap or overlap or inconsistency in line of occupation occurs, unwritten rights may be available to the subject and/or the adjoining real estates Flood Information Note Flood status information was obtained using Flood Insurance Rate Maps (FIRM) provided by the United States Department of Homeland Security, Federal Emergency Management Agency (FEMA), on their website, located at http://msc.fema.gov/. The Subject Real Estate described hereon was mathematically calculated and scaled on the FIRM Maps of Hamilton County, Indiana, Map Number 18057CO207G, dated 11/19/14, and was found to be located in Flood Zone X (unshaded) and NOT within a Special Flood Hazard Zone. The accuracy of any flood hazard data shown on this Land Survey is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. This certification is restricted to a review of the FIRM noted above and shall not be construed as a confirmation or denial of flooding potential. Title Insurance Company Commitment Note Evidence of source of title for the subject tract was provided by Chicago Title Insurance Company, having a Title Commitment Number of 1803110 and is dated effective 5/02/18. Some certain survey —related "Exceptions" exist that were disclosed in Schedule B of said title commitment, and have been depicted on the survey, each being identified by their recording data. Should any additional items need to be depicted on the survey, please notify us and provide the appropriate documents. Current ownership for the Subject and Adjoining real estates are shown per County Assessor records, and the documents listed hereon can be obtained from the County Recorder's Office. Aik Grou�, Land Surveyors 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com Asphalt \ D TM p r 83�STM STM STM \Grass o / \ � s r Conc. Walk Conc. Wall TBM#1: 833.11' GAS \ onc. Drive / _/� S 89.0S38" W 120.78' _ _ Rear (Miller) 'u C found 9t Corner o TA#2: i 838.87' A39.66' Conc. Drive — \ o I R25.00' AZR Haver, LLC Grass / Inst.#2018-24545 Grass I i ±0.42 Ac. I Imo / Grass — — \ I i�ol ----- OverhcLg--_ ------------li I / ] 30 BSI I li I 30.9' I I II I / FFE-837.10' 71.7' I I I I I+ I I I I I One Story N Brick Residence I / o Ln CD I 9 21. / N MTR 130.19.5 30.3' N 9 I j G� AC EDT (� I ° HD l I I = o V �a Conc. Patio \° I �� I I\ \ of le I CONS of TI I IS. Line Lot 46 — I_ — — — 7' — — —/— N. Line Lot 47 ' I Grass e i I \ ( I I i I� w I I I I / I I z I Grass im I i 10'x�2' i� I I Wool 1S N. 1 /2) of Lot 47 I Shed o log � I I \ Lx —x —x —x x - • x xl r Reb found Reber found S 89'0S38" W 145.00' /Fence 0.5' I P Fence 0.5'N 4 —_ / 0.6�N of Corner 0.5'N of Corner i I J Sharkey O Ln S. 1 /2 of Lot 47 r7 , Inst.#2007-71061 _ S. Line Lot 47 — N. Line Lot 48 Topographic Note: The topographic data was gathered using standard radial surveying techniques with an Electronic total station and 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. Contours are plotted based upon interpolation of spot elevations shown hereon and are accurate to generally within one half the contour interval. Originating benchmark established with Trimble GPS Survey grade equipment and Indiana CORS Network. http://incors.in.gov/defoult.aspx Vertical Datum = NAVD '88 Horizontal Datum = Indiana State Plane East Zone. TBM#1: Mag nail set in concrete walk, approx. 21' E. of Sherman Dr. centerline & 40' S. of Main St. centerline. Elev.=833.11I I � III II r� I I I I I GRAPHIC SCALE 0 10 20 40 1 inch = 20 Feet 7 Sherman Drive Carmel, IN PROJECT LOCATED IN: SECTION 25 - TOWNSHIP 18 NORTH - RANGE 3 EAST JOHNSON ADDITION, SEC. 2, HAMILTON COUNTY, IN PREPARED FOR: AZR Haver, LLC DRAWING LEGEND EXISTING METAL -TYPE FENCE -° -° -• -° -° -° -• -° - EXISTING WOOD -TYPE FENCE SAS GAB Gas GAS = UNDERGROUND GAS LINES OOMOOM ��OOM COM = COMMUNICATION LINES R WTR = UNDERGROUND WATER LINES sw sTM B M STM = UNDERGROUND STORM SEWER N sAH 1 SAN = UNDERGROUND SANITARY SEWER FBOP FBOP FBOP FBOP = UNDERGROUND FIBER-OPTIC -GE OGEGE UGE = UNDERGROUND ELECTRIC OHE OHE OHE OFF = OVERHEAD ELECTRIC OVHO O�D OVHD = OVERHEAD UTILITY — AF TRAP = OVERHEAD TRAFFIC LINES -IRR IRR IRR IRR = UNDERGROUND IRRIGATION LINES - SECTION LINE (AS NOTED) - - - - - - R.O.W. = RIGHT OF WAY (AS NOTED) CENTERLINE AS NOTED - - - - - - - - - - - - B.S.L. = BUILDING SETBACK LINE ------------------------ EASEMENT (AS NOTED) — - - - - - - - — REAL ESTATE LINES AS NOTED -- -- -- -- -- - SUBJECT REAL ESTATE SURVEY LINE EXISTING CONC. CURB (AS NOTED) TOB TOB TOB TOD = TOP OF BANK TOS -TOS TOB LOS = TOE OF SLOPE EXISTING FLOWLINE - - - - - - - - - - - - CONTOURS - MAJOR INTERVAL CONTOURS - MINOR INTERVAL SYMBOL LEGEND O SEA GROUP MONUMENT SET — SIGN tt CUT "X" SET or FOUND — LARGE SIGN ® BRASS PLUG / COPPER WELD UTILITY POLE O SURVEY MARKER FOUND ) LIGHT POLE ®® PK or MAG NAIL FOUND ` GROUND LIGHT ZL SECTION CORNER (AS NOTED) E ELECTRIC METER BENCHMARK (AS NOTED) �E ELECTRIC UTILITY 0 RIGHT OF WAY MARKER DECIDUOUS TREE Q TRAFFIC SIGNAL POLE EVERGREEN TREE AC AIR CONDITIONER MB MAIL BOX 0 BOLLARD HANDICAPPED PARKING SPOT Q FIRE MAIN GAS GAS LINE MARKER FIRE HYDRANT N GAS VALVE M WATER METER cM TR GAS METER WV WATER VALVE CM COMMUNICATIONS MANHOLE �W WATER WELL coM COMMUNICATIONS LINE MARKER ® BEE —HIVE INLET SAN SANITARY SEWER MANHOLE ® CURB INLET SAN SANITARY SEWER MARKER ® DRAINAGE INLET STM STORM SEWER MANHOLE ® MANHOLE COMMUNICATIONS UTILITY AIR / VACUUM EQUIPMENT CO CLEAN OUT MW MONITORING WELL I Survey Reviewed By: JMF I Survey Drawn By: JMF Field Work Performed: 7/11 /18 I Survey Printed- 7/19/18 1 Referenced: Project Number: C18-4145 TBM#2: Reber with cap (Miller) found at the NW corner of the subject parcel. Elev.=838.87' Survey Page: 1 of 1