The URL can be used to link to this page

Home My WebLink AboutS1.0 - ALTA Survey1 2 3 n 5 Certificate of Land Survey This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following. A To: Shrimangeshi II, LLC; Dermatology Practice, LLC; 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 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, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was completed on May 14, 2018. Date of Plat or Map: July 20, 2018 A LJ E F G W ■ J K L ®® ®®®®®®C ... G Rys ®®®®® �1STERFo!%®®®®® _�°• No. _ ___ LS20200083 !Brian C Rismiller STATE of Registered Land Surveyor of the State of Indiana°°•. P•° ; • ®®® Registration Number LS20200083 ®®®®��O•°SURv ®®emmmmmm�®® Land Description: LOT 4 IN CARMEL SCIENCE AND TECHNOLOGY PARK SECONDARY PLAT OF PART OF THE NORTHWEST Ya OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 3, 2007, PLAT CABINET 4, SLIDE 349, DOCUMENT 2007043932, IN 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 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 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 accurate) shows the location of all visible improvements, unless noted otherwise on the remises as of the date of last field work for this project. Also shown are all lines of P Y Y P � P P1 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 may be 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 centerline of Lakefront Court on the Secondary Plat of Lots 2, 3, 4 and 5 of Block 11, Carmel Science and Technology Park, with a bearing of South 88 degrees 59 minutes 30 seconds West as per plat thereof recorded in Plat Cabinet 4, Slide 349 in the Office of the Recorder of Hamilton County, Indiana. 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) Availability and condition of reference monuments - Monuments were found at or near the established corners for the subject real estate and its adjoiners and any variances have been annotated hereon. Centerline monumentation was also recovered. - The amount of uncertainty created by the controlling monuments and any other monuments shown hereon is equal to 0.3 feet. (B) Occupation or possession lines - A fence meanders along the South lot line and the discrepancies are annotated hereon. - The amount of uncertainty created by these discrepancies is equal to 0.7 feet. (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. - The amount of uncertainty created by the record descriptions for the premises is none. (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 orea(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 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 Tile or a Legal Drain Ditch. 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 18057CO209G, dated November 19, 2014, and was found to be located in Flood Zone X, being within Community Panel Number 180081. 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 First American Title Insurance Company, having a Title Commitment Number of NCS-912245-INDY and is dated effective June 13, 2018. Survey -related exceptions that were disclosed within Schedule B of said title commitment have been depicted on the survey, each being identified by their recording data. Notes on those survey related exceptions with regard to the Subject Real Estate: 6. Utility Easement to Indiana Bell Telephone Company, Incorporated, recorded July 2, 1969, in Book 229, Page 215. [Does not affect subject parcel] 7. Terms and provisions of a Telecommunication Line Easement set out in Instrument by and between Technology Center Associates ll, LLC, an Indiana limited liability company and Bankers National Life Insurance Company, a Texas corporation, recorded October 8, 1999 as Instrument 199909959283. [As shown hereon] 8. Terms and provisions of a Telecommunication Line Easement set out in Instrument by and between Technology Center Associates II, LLC, an Indiana limited liability company and Bankers National Life Insurance Company, a Texas corporation, recorded October 8, 1999 as Instrument 09959284. [As shown hereon] Current ownership for the Subject and Adjoining real estates are shown per County Assessor records, and any documents listed hereon can be obtained from the County Recorder's Office. Record documents reviewed as a part of this project: Lots 2, 3, 4 and 5 of Block 11 Carmel Science and Technology Park; PC 4, Slide 349 Recorded Survey of Lot 5 by The Schneider Corporation, Project No. 1211.031, dated 7/18/2007, recorded as Inst. #2008043754 State Of Indiana Required Statements For Recordation 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, Brian C. Rismiller. This document was prepared by Brian C. Rismiller. no 7 0 0 ALTA/ NSPS LAND TITLE SURVEY LAKEFRONT COURT, CARMEL, IN 2.434 ACRES+ 10 11 12 13 14 15 LOT 2 - - LOTS 2, 3, 4 AND 5 OF BLOCK 11 I �\ \ CARMEL SCIENCE AND TECHNOLOGY PARK LOT 3 \ \ PC 4, SLIDE 349 LOTS 2, 3, 4 AND 5 OF BLOCK 11 / SHRIMANGESHI II, LLC J CARMEL SCIENCE AND TECHNOLOGY PARK / / \\ INST. #2007-30894 / PC 4, SLIDE 349 CITY OF CARMEL, INDIANA INST. #2017-44186 / \ STM CAPPEDSTM SSTIALUMINUM REBAR STM WEST OF INTERSECTION N F oP N 88°59'30" E 170.00 \STM {/, Tem M #1 _ - - - - FBOP TM S"""' STM `�J'ALUMNU$M1CAPPED FBOP FBOP FBOP REBAR YVUND AT STM STM STM ST STM STM Q ��_ FeoP F 0 / RADIUS POINT STM STM STM W R FBOPOP WTR -WTR R ° ' " �lTR V 2.96 z, N oPO - w - - - - - N I 48OGE '30" E I 2 .00' 'SCHNkER'/CAPPED 'SCHNEIDER' CAPPED CO � REB FOUND 0.3' REBAR FOUND AT I SOUTH F/OT CORNER I LOT CORNER Z \, \ I 0 3 co � I I Z II LOT 4 NP�� V LOTS 2, 3, 4 AND 5 OF BLOCK 11 I pSQ LOT 5 CARMEL SCIENCE AND TECHNOLOGY PARK 1 C 4, SLIDE 349 LOTS 2, 3, 4 AND 5 OF BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK I PC 4, SLIDE 349 SHRIMANGESHI II, LLC PSQ I I INST. #2 07-30894 CARMEL DRIVE PROFESSIONAL PARTNERS, LLC o INST. #2007-58342 106045 S Feet f I z 2.43 Acres f LOT 1, BLOCK 11 Z o o CARMEL SCIENCE AND TECHNOLOGY PARK NI I z o INST. #9109164 I N n o I Co Jw o \ TECHNOLOGY CENTER ASSOCIATES II, LLC INST. #9846458 I Z z a I m J IU II ISAN CD CD P I� 8 °06`1 co � I N of � / I - � - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - T-�COM_C---�-------------------- ----- - ----------- - - - - -- -- -- rOM �^ -_-- p� _ COM �- coM M -842-+�OM� c CONY STM 0 cora- coM- coM� LATED DRAIN EASEME 30' UTILITYEASEMENT-1-REAR-YARD SETBACK - -- X/ I 'SCHNEI ER' CAPPED o REB FOUND AT / B44--843- o T / / LOT CORNER TBM #2 _�- Y. y XIX X �E 00 �C 7f� ice- X X Xz�L X SCHNEIDER' CAPPED J - 59'30" W x.43' REBAR FOUND 0.3' - SOUTH OF LOT CORNER LENOX TRACE, PHASE III LENOX TRACE, PHASE VIII LENOX TRACE, PHASE I INST. #94-15876 � INST. #95-35286 INST. #93-43098 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/default.aspx Elevations- NAVD '88 Horizontal Indiana State Plane East Zone. Temporary Benchmanrks: SEA GROUP MONUMENT SET BM #' = Aluminum capped rebar found at radius point of Lakefront Court. Elev = 841.74 GRS Northing = 1718158.31; Easting = 194451.99 IBM #2= 'Schneider' capped rebar found at SW corner of Lot 4. Elev = 845.88 M Northing = 1717813.22; Easting = 194206.18 SYMBOL LEGEND Q SEA GROUP MONUMENT SET - SIGN Q FIRE MAIN GRS GAS LINE MARKER �{ CUT "X" SET or FOUND - LARGE SIGN SAN = UNDERGROUND SANITARY SEWER FIRE HYDRANT M GAS VALVE ® BRASS PLUG / COPPER WELD OHE = OVERHEAD ELECTRIC UTILITY POLE WX WATER METER cM�R GAS METER O SURVEY MARKER FOUND ) LIGHT POLE WV WATER VALVE CM COMMUNICATIONS MANHOLE M ® PK or MAG NAIL FOUND GROUND LIGHT TW WATER WELL �C COMMUNICATIONS UTILITY TOB SECTION CORNER (AS NOTED) 11TR ELECTRIC METER @ BEE -HIVE INLET coM COMMUNICATIONS LINE MARKER -0- BENCHMARK (AS NOTED) 0 ELECTRIC UTILITY ® CURB INLET VAULT LABELED 'CONSECO' DI RIGHT OF WAY MARKER DECIDUOUS TREE ® DRAINAGE INLET STM STORM SEWER MANHOLE -G- TRAFFIC SIGNAL POLE EVERGREEN TREE MH MANHOLE SAN SANITARY SEWER MANHOLE AC AIR CONDITIONER M® MAIL BOX ® AIR / VACUUM EQUIPMENT SAN SANITARY SEWER MARKER o BOLLARD L�, HANDICAPPED PARKING SPOT IRRIGATION CONTROL VALVE Co CLEAN OUT ' Grou Land Surveyors A Civil Design Construction Layout 494 Gradle Drive Carmel, Indiana 46032 Phone: 317.844.3333 Fax: 317.844.3383 www.seagroupllc.com info@seagroupllc.com SITE COMMON NAME 0 LAKEFRONT COURT CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 36 -TOWNSHIP 18 NORTH - RANGE 3 EAST CLAY TOWNSHIP, HAMILTON COUNTY ALTA/NSPS LAND TITLE SURVEY PREPARED FOR: CIVIL SITE GROUP INC. 160 W. CARMEL DRIVE, SUITE 240 CARMEL, IN 46032 (317) 810-1677 REV. # I DATE I REV. DESC. DRAWING LEGEND -X X X X X X- EXISTING METAL -TYPE FENCE 0 0 0 0 EXISTING WOOD -TYPE FENCE GAS GAS = UNDERGROUND GAS LINES coM coM COM = COMMUNICATION LINES WTR WTR = UNDERGROUND WATER LINES _STM STM = UNDERGROUND STORM SEWER SAN SAN = UNDERGROUND SANITARY SEWER FBOP FBOP = UNDERGROUND FIBER-OPTIC UGE UGE = UNDERGROUND ELECTRIC OHE OHE = OVERHEAD ELECTRIC OVHD OVHD = OVERHEAD UTILITY TRAF TRAF = OVERHEAD TRAFFIC LINES 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 (AS NOTED) EXISTING CONIC. CURB (AS NOTED) TOB TOB = TOP OF BANK TOS TOS = TOE OF SLOPE EXISTING FLOWLINE CONTOURS - MAJOR INTERVAL CONTOURS - MINOR INTERVAL IMENSION EARING AND �DP; = DEE DDBEARIING AND DIDMENSION �M; = MEASURED BEARING AND DIMENSION- > know whars below. ® Call before you dig. VICINITY MAP - NOT TO SCALE 1 T Approved By: BCR 1 Drawn By: HMP Date of Last Field Work: 05/24/2018 Date Plotted: 07/20/2018 Reference #: GRAPHIC SCALE 30 0 15 30 60 120 Project Number: ( IN FEET) 1 inch= 30 ft. C 18-3945 Sheet Number: 1 of 1