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HomeMy WebLinkAboutIndiana Vein Specialists (wall) 140708SCAHNE`[-'r CERTIFICATE OF LAND SURVEY This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following. To: CA Coffey Properties LLC, an Indiana limited lioblity company, 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 "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2011, and includes Items 1 -4, 7(a), 7(b)(1), 8 -11(o) and 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Indiana, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Field work was completed on June 17, 2013. nri!e June 24, 2013 owill ®tee` ®® G. AI. _ * LS20200083 _ rian C. Rismiller STATE OF N Registered Land Surveyor of the State of Indiana �;�••'• / P,:' 9 Y ® q • , DIAN ,. Registration Number LS20200083 ® `N Record Description - Instrument #2013029985 LOT NUMBERED 3 IN BLOCK B OF WEST CARMEL CENTER, AN ADDITION IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF RECORDED AS INSTRUMENT NUMBER 200300041664, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. Land Surveyor's Report 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, General Provisions, Rule 12, Land Surveying; Competent Practice, of the Indiana Administrative Code (IAC), the following beliefs, opinions, observations, conclusions, and information are 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 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 Urban Survey, having an acceptable relative positional accuracy of 0.07 feet plus 50 ports 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 some 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 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 ;pork for this project. Also shown 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, 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 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. The basis of bearings for this project is the South 00 degrees 25 minutes 52 seconds East along the east line of the Northwest Quarter of Section 7, Township 17 North, Range 3 East, per the record plot for the subject tract, West Carmel Center, Block B, Lot 3 & Lot 4, recorded as Instrument #200300041664 in Plat Cabinet 3, Slide 162, in the Office of the Recorder in Hamilton County, Indiana. The record plat of said West Carmel Center, Block B, Lot 3 & Lot 4 was mathematically calculated and retraced. The location of monuments found during a prior survey of West Carmel Center, Block C, to the west, were held to establish the location of the subject Lot 3. Mag nails were found along the southwest line of said Block C and a brass plug was found at the northeast corner. 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: (A)Avoilability and condition of reference monuments - 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 0.1' (B)Occupotion or possession lines The northeast edge of the asphalt walkway lies between 1.0' southwest and 3.6' northeast of the southwest line. - A fence lies between 0.4' and 1.0' west of the east line. The amount of uncertainty created by these discrepancies is equal to 3.61 (C)Clority or ambiguity of the record description used and of adjoiner's descriptions and the relationship of the lines of the subject tract with odjoiner's lines - No gaps or overlaps in title or deed lines were discovered during this survey. (D) The relative positional accuracy of the measurements This survey meets or exceeds the requirements set forth by the State of Indiana. 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 areo(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, �°nd /or possible encroachment into the possessions or rights of another is not a matter of survey. An attorney and /or title company should be consulted in all matters with respect to any rights of possession(s) and matters of title. 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. Legal Drain Tile or Ditch Note A search of County Surveyor records and information shows that the Subject Real Estate is not burdened by either a Legal Drain We or ri Legoi Drain Ditch. Flood Information Note Flood status information was obtained using Flood Insurance Rate Mops (FIRM) provided by the United States Department of Homeland Security, Federal Emergency Management Agency (FEMA), on their website, located at http://msc.femo.gov/. The Subject Real Estate described hereon was mathematically calculated and scaled on the FIRM Mops of City of Carmel, Hamilton County, Indiana, Mop Number 18057CO205F, dated February 19, 2003, and was found to be located in Flood Zone X unshaded, being within Community Panel Number 180081 0205 F. The accuracy of any flood hazard data shown on this Land Survey is subject to mop 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 First American Title Insurance Company, having a Title Commitment File Number of NCS- 594534 -INDY and is dated effective PRO FORMA. Some certain survey - related "Special 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, Survey related "Special Exceptions" with regard to the Subject Real Estate: 9. a) Gas Pipeline Right -of -way recorded in Miscellaneous Record 32, Page 221 b) Gas Pipeline Right -of -way recorded in Miscellaneous Record 32, Page 278 c) Gas Pipeline Right -of -way recorded in Miscellaneous Record 40, Page 69 Modification of Right -of -way Grants recorded in Miscellaneous Record 51, Page 595 affects the subject tract and modifies the above mentioned documents. Said easement is shown on the survey as shown on the plat. 10. Panhandle Eastern Pipeline Easement per Final Judgment recorded in Miscellaneous Record 109, Page 225 affects the subject tract. Said easement is shown on the survey as shown on the plot. 11. Right -of -way per Special Warranty Deed recorded as Instrument #98 -36325 affects the subject tract and is shown. 12. Sanitary Sewer Easement recorded as Instrument #200300046774 affects the subject tract and is shown. 13. Utility Easement recorded as Instrument #200300072542 affects the subject tract and is shown. 14. Non - Enforcement of Drainage Easement in Subdivisions recorded as Instrument #200300093871 affects the subject tract and is blanket in nature. 15. Annexation Ordinance C -263 recorded as Instrument #2007062553 affects the subject tract and is blanket in nature. 16. West Carmel Center, Block B, Lot 3 & Lot 4, Plat Cabinet 3, Slide 162, Instrument #200300041664 affects the subject tract. All easements and buildings lines per said plat are shown on the survey. 17. Limited Warranty Deed recorded as Instrument #200300046662 affects the subject tract. All items referenced are included in this commitment and have been addressed above except for covenants, conditions and restrictions per the record plot for Block B - West Carmel Center recorded in Instrument #200300041664. i urrent 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. State Of Indiana Required Statements For Recordation I affirm, under the penalties for perjury, that I hove taken reasonable care to redact each Social Security Number in this document, unless required by law, Brian C. Rismiller. This document was prepared by Brian C. Rismiller, ALTA/ ACSM LAND TITLE SURVEY 10485 COMMERCE DRI E 2.537 ACRES+ REPLAT OF BLOCK B LOT 1 AT WEST CARMEL CENTER INSTRUMENT #200300111734 PLAT CABINET 3, SLIDE 277 LOT 1B 3985 PROPERTY GROUP, LLC INSTRUMENT #2010005714 / \ s9y \ AAA \ \ \\ l9l \ SECTION 7- T17N -R3E jL Group Lard Surveyors 494 Gradle Drive Phone: 317.844.3333 Z Carmel, IN 46032 Fax: 317.844.3383 NN www.SEAGroupLLC.com Q M W N N W O cD O O Z Z WEST CARMEL CENTER / o X BLOCK B, LOT 3 GPI 10485 COMMERCE DRIVE / FENCE 1.O'W I ACRES± PROJECT LOCATED IN: / SECTION 7 - TOWNSHIP 17 NORTH - RANGE 3 EAST AS MARKER 1.5'W CLAY TOWNSHIP, HAMILTON COUNTY ALTA /ACSM LAND TITLE SURVEY / PREPARED FOR: EASTER & CAVOSIE / 10455 COLLEGE AVENUE INDIANAPOLIS, IN 46280 Z__/ WOODED AREA / / / � W o REV. # DATE ,REV. DESC. / V N L, °rn 5 / / � I 1014 o z U, w w � � Z `Z -- - w �w z z� � Z - / M Z O J O &5� DRAWING LEGEND / . —x —x —x —x - - -x — EXISTING METAL -TYPE FENCE / — 0 — 0 — 0 — EXISTING WOOD -TYPE FENCE 30' GAS GAS = UNDERGROUND GAS LINES —CATV CATV = UNDERGROUND CABLE TELEVISION LINLS 30 —STM STM = UNDERGROUND STORM SEWER SAN SAN = UNDERGROUND SANITARY SEWER s& / I FBOP FBOP = UNDERGROUND FIBER -OPTIC uGT UGT = UNDERGROUND TELEPHONE uGE — — UGE = UNDERGROUND ELECTRIC SECTION LINE (AS NOTED) CENTERLINE AS NOTED ,A — — _ _ _ B.S.L. = BUILDING SETBACK LINE G T - EASEMENT (AS NOTED) — REAL ESTATE LINES (AS NOTED) SUBJECT REAL ESTATE SURVEY LINE (AS NOTED 0 5�' I - - - EXISTING CONC. CURB (AS NOTED) FM FENCE 0.4'W O SEA GROUP MONUMENT SET Q FIRE MAIN y / y SURVEY MARKER FOUND � FIRE HYDRANT 6.0, \ ® ® WM TR / Gv PK or MAG NAIL FOUND x WATER METER J SECTION CORNER (AS NOTED) Iwv WATER VALVE GAS MARKER 1.9'NW AC AIR CONDITONER ® CURB INLET SIGN ® DRAINAGE INLET UTILITY POLE E) MANHOLE 9sa I( LIGHT POLE GAS GAS LINE MARKER y91� C I eMTR ELECTRIC METER Gv �Q X GAS VALVE CONCRETE ELECTRIC UTILITY GMT GAS METER / / I TELEPHONE UTILITY f r CAP, [ ,T,i 1TY VICINITY MAP - NOT TO SCALE C ® I i / E / �oa� %�� / a,,,.,,,.: ,k• SITE imINas: G•�r.:, �„ �" \ I ,c,4estem Ur 2 oy 1..,. LOT 4 cam''' DTR PROPERTIES LLC INSTRUMENT #20060005529 H Approved By: BCR Drawn By: -- - _. I Date of Last Field Work: 6/14/2013 II Date Plotted 6/17/2013 Reference #: C 13 -8048 I T I� Project Number: I GRAPHIC SCALE 30 0 15 30 E0 I 120 Cl 3 8125 - Sheet Number, ( IN FEET) 1 inch = 30 ft. I 1 of 1 I