Loading...
HomeMy WebLinkAboutALTA1.0-ALTA-SURVEY-Rev.09 9 2 5 N 7 N 7 10 12 13 14 15 rT A C E F G H J 0 Certificate of Land Survey This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following To: Shrlmangeshl II, ILCI 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 ➢tle Surveys, jointly established and adopted by ALTA and MORE, and Includes Items 1, 2, 3, 4, 5, 7(a), 7d)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was completed on May 14, 2018, Dale of Plat or Map: July 20, 2018 �; No. Grb f _*': LS20200083 Brian C RiAndyr `•., STATE of Registered Land Surveyor of the State of Indiana ��i��yN�1NDIANP. Registration Number LS20200083 y( Land Description' LOT 4 IN CARMEL SCIENCE AND TECHNOLOGY PARK SECONDARY PLAT OF PART OF THE NORTHWEST Y OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 3. NOT PLAT CABINET 4. SLIDE 349. DOCUMENT 2007043932. IN HAMILTON COUNTY. INDIANA. Land surveyors Ke oa In direct accordance with the lows governing the Slate of Indiana, of the United Slates of Amenca, and following Title 865 State Board of Registration far Land Surveyors, Article 1, General Provisions Rule 12 Land Surveying; Com Competent Practice of the Indiana Administrative Code LAC the followin beliefs o inions observations conclusions and 'information are hersb sobminual for P ( ). 9 P Y record. The degree of precision and accuracy necessary e a survey shall be based upon the 'intended use of the hot estate. If the client does not provide information allon regarding the intended use, the C accuracy Of the etsurvey lu Shill be s per W the GlrtQnl use Of the real e9lal¢ The 9alVQ}Cd premises shown hereon are Ca99NIEtl' 09 On Urban Survey, haYlag an acceptable relative positional accumy of 0.07 feel plug 50 parts per million. The purpose of this project was to perform and prepare a Retracement Surve on the real estate that has been described hereon under direction and instructions from the client. PP P1 P PP Y Relative positional accuracy RPA means the value expressed in feel or meters that represents the uncertain) due to random errors in measurements in the location of an point on a survey P YI ) p ep Y YP Y related to an other oo nt on the same survey at the nis et five percent 95% confidence level. There may where unwritten rights associated with these the opprogrs. The amount of uncertain( v Y f P ( ) Y 9 Y created b _. in the lines Unless heron is Dad or that discrepancy any itself and in situations where that a ofo cu Is less than that of the a ro date BRA, it re have been ' P en, eP Y Y PP P Y careful Oe UOnOted If0e94 otherwise noted Or shown a the within 9UlVey plot, lh¢f¢ 19 n0 QVIdWCQ Of OCCapOtIW OOag the perimeter lUe9 Of the 9UbfeCl 1Q0 Q9latG This lot ci v .:: P; 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 P P P1 occupation.0 and Ire chip to the established lines o! the subject real estate. th more accurate explanation the of jecse relationships estate. s and how the were determined is described within this PP P Y report. Unless otren - IisDated hereon, (here is no evidence of occupation along the exterior perimeter of the subject real estate This plot 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 the ref now a Title Company, the client the 9 P 9 9 Y Y P in W client's aQomey, or the land owner to provide such information. Observable evidence of these burdens are shown hereon as utility lines or associated improvements, drains, swalQs, 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 W be reasonable to set a monument at a comer, due to terrain or other hindrances, offset monuments may have been set instead, and those have been annotated hereon as well. There maybe differences of deed 0 dimensions versus measured M dimensions along the established lines of the subject real estate and likewise there may be Sand survey morkers near, but () () 9 R Y Y not monuments at, some this corners. In cases where the extent of these differences are less than the slated BRA, and less than the uncertainty recognized with regard to any reference monuments used for This project, those differences may be considered it and one have been Shown only !a Me purposes of mathematical closure. Conversely, any differences that may exceed the stated EPA and Other UnCHtalOtiQ4 afQ CM9idH¢d 5ignitlCpOt Opd hOVQ been eisCU9SEY further below TheTheory of Location applied far this project Is as fdlows 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 80 degrees 59 minutes 30 seconds West as per plat thereof recorded In Plot Cabinet 4, Slide 349 in the Office of the Recorder of Hamilton Canty, Indianan t is this Land Surveyor's professional opinion that the cause and the amount of uncertainty In these lines and comers is due to the following: (A) Availability and condition of reference monuments - Monuments were found at or near the established toners fa the subject real estate and its adjoiners and any variances have been annotated hereon. Centuries monumentation was also recovered. - The amount of uncertainty created by the controlling monuments and any other monuments shown hereon is equal to 0.3 feel. (8) 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 07 feet. (C) Clarity or ambiguity of the record description used and of odjoiners descriptions and the felatlonship of the Tines of the sui tract with adrriners Imes - No gaps or overlaps it title or deed lines were discovered during this survey. The amount of uncertalnty created by the record desarlptlons for the premises is none. NO) The relative positional accuracy of the measurements This survey meets or exceeds the requirements set forth by the Slate of Indiana. Land Surveyor's Notes An underground utilities depicted on the attached lot of survey have been located per visual observations or utility workings Avethe round. No warrant either expressed a implied, is made as Y 9 p P Y p Y 9 9 Y� D p to the accuracyand/or completeness of information resented on underground utilities or as to its fitness for an particular purpose or use. In no event will SEA Group, its employees, / P P 9 Y P pry sagents, and/or assigns, It they liable for an damages aping out of the rider ro and/or use ec such envy of The path of the utility lines shown on said tat of verve shah be considered / 9 Y 9 9 9 / P Y P Y utility until they are either rQlavted, by tolling 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 antl/a 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 infatuation presented on zoning, setback requirements, flood hazard zones and wetlands area(s). In no event will SEA Group, its employees, agents, and/or OSSIgnS, 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 consi 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 gal 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 The or a Legal Drain Ditch. Flood Information Note Flood status Information was obtained using Road Insurance Rate Maps (FIRM) crowded by the United Slates Department of Homeland Security, Federal Emergency Management Agency (FEMA), on their website, located at http://msc Reeve goy/. 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 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 drove and shall not be construed as d confirmation a denial of Reading 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 File Commitment Number of NCS-912245-INDY and is dated effective June 13, 2018. Survey-rdated 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 felephone 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 II, LLC, an Indiana limited liability conyany and Bankers National the Insurance Company, a Texas corporation, recorded October 8, 1999 as Instrument 199909959283. [As shown hereon] B. 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 Can pang a Texas corporation, recorded October 8, 1999 as Instrument 09959284. [As shown hereon] Curfent ownership fa the Subject and Adxtining real estates are shown per County Assessor records, and any documents listed hereon coo be obtained from the County Recorder's Office. Record documents reviewed as a port of this Drolect 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 Coryomtlon, Project No 1211,031, dated 7/18/2007, recorded as Inst #2008043754 State Of Indiana Required Statements For Recordation I offirm, under the penalties for perjury, that I hero token reasonable care to redact each Social Security Number In this document, unless required by law, Brian C. Bluffer. This document was prepared by Brian C. Rismiller RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 03/27/19 ALTA/ NSPS LAND TITLE SURVEY LAKEFRONT COURT, CARMEL, IN 2.434 ACRES± LOT 1 BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK INST #910916409164 TECHNOLOGY CENTER ASSOCIATES II,LLC INST 99846458 � 1 LOT / LOT52, 3, 4AND50FBLOCK11 / CARMEL SCIENCE AND TECHNOLOGY PARK / PC 4, SLIDE 349 / CITY OF CARMEL, INDIANA INST #2a1744186 / M \sM ICA "\s N 8E 17 PAY " 859'30" re reae��now LOT LOTS 2, 3,4 AND 5 OF BLOCK II I j i� \\ CARMEL SCIENCE AND TECHNOLOGY PARK \ \ PC 4, SLIDE 349 ) SHRIMANGESHI II, LLC / INST 112007a08e4 — — / ALUMINUM CAPPED BEAR FOUND 0.1' WEST OF INTERSECTION 3 mere RADIUS POINT ' —""— —srM o �SA1 woo�Vfrx Are d H A Y le,N, I r V A �I 1 4 W� 3 , q i i DV �_ .2 Da' ,scNx�DER'/cnrPED fF / REBFOWWWiND 03' / • I SOUTHpf /Or CORNER 1 I- I 4 II --II LOT CARMELOTS 5 OF BLOCK 11 IENCE AND LOTS TECHNOLOGY PARK I 1 LL SCIENEAND TECHNOLOGY II ¢I 4, SLIDE 349 CARMEL SCIENCE AND TECHNOLOGY PARK £ PC 4, SLIDE 348 �I I BHRIMA EBHIII LLC 1 INST fa W�0894 I I CARMEL DRIVE PROFESSIONAL PARTNERS, LLC I 4 � �p 106045 5 . Feet i I INBT #2007-SB342 F 2.43 Acres 2 / Y� Ira Saw _ i I/ oV 11111Itri i " I o F OWED, I � o a ICI I i � r, I ____ _+��-- --- - -------------------- PAN a��-cou--�mM .,, coxBFi-� C �'-� LAZED DRAIN EABEM RE UNUTY EASEMENigREAR YARD ACN SREB ER' CAPPED 8 — � REB�PoUND AT �43- _ � � � J � LOT CORNER X 'M" _x.x SCHNEIDER CAPffD �S Bfl59-30_w �33.43 REHAB FOUND BS — SOUTH OF LOT CORNER LENOX TRACE, PHASE III LENOX TRACE, PHASE VIII LENOX TRACE, PHASE I INST #94-158]8 ED INST #95-35286 INST #93 43098 Topoaraohic 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 CPS Survey grade equipment and Indiana CORS Network http://incors.in.gov/defoult.aspx Elevations- NAVD '88 Horizontal Indiana State Plane East Zone. Temporary Benchmanrks: "= Aluminum capped resign found at radius point of Lakefront Court. Elev = 841,74 Northing = 1718158.31; Easting = 194451.99 R= 'Schneider' capped rebor found at SW corner of Lot 4. Elev = 845,88 Northing = 1717813.22; Easting = 194206.18 SYMBOLLxEGEND • SEA GROUP MONUMENT SET SIGN V PRE MAIN rRAS GAS ONE MARKER v BUT "XSET In FOUND VACE NCrv$ SIRE xmRervT Da GAS VALVE —P R`0 BRASS PLUG /COPPER WELD MLIIY PoLE � WATER NEU Owns GAS METER SURVEY MARKER FOUND EIGHT POLE � WATER VALVE ® COMMUNICATIONS MANHOLE 6 ® PK or HAG _NA FOUND GROUND LIGHT ® WATER WELL © COMMUN1cAMNS UTILITY ZL SECNCN CORNER LA5 NOTED) EIECIRIC METER ® BEE -Hs,{ INET O COMMUNICAPCNS ONE MARKER iilix BENCHMARK (AS NOTED) ❑E EI£CTRIC UPITY ® CURB INLET w VAULT LANDED 'CONSEC0' O RIGHT OF WAY MARKER DECIDUOUS TREE ® DRAINAGE INLET ® STOW 4WER MANHOLE HP TRAFFIC SIGNAL POLE AIR EVERGREEN RE ® MANHOLE ® SANITARY SEWER MANHOLE AC Al CONDINCNER ® MAIL BOX © AIR / VANUM EQUIPMENT ® SANITARY SEWER MARKER o BOLLARD HANDICAPPED PARKING SPOT IRRIGAPON CONTROL VMIf ® CLEAN WT A GRAPHIC SCALE 30 0 15 30 e0 120 IN FEET) 1 Inch= 30 ft. AAA -Group, Land Surveyors A Civil Design Construction Layout 494 Gradle Drive Carmel, Indiana 46032 Phone: 317.844.3333 Fax 317.844.3383 www.Beagroupllo.com info@veagroi llc com SITE COMMON NAME 0 LAKEFRONT COURT CARMEL, IN 46032 PROJECT LOCATED IN: 6ulkkI:lPE�I�F•ou[alP[i] Iffa 0211Wk41111=1II [91:N[�P�'I�E9:IIaCll�ll�[�P[K�19�111 ALTA/NSPS LAND TITLE SURVEY PREPARED FOR. CIVIL SITE GROUP INC. 160 W. CARMEL DRIVE, SUITE 240 CARMEL IN 46032 (317)810-1677 DRAWING LEGEND —ve—x * • x E+F IF I=_ - 1 - o - I As C com com (11 cam Sir I ma ED) AN cur= sF odE If -. I mH; real - I 1 115 —IRF 11 1 I;1 LINES - Y I'. I WY I AS NOTED) --GENII :O) - R HBACK UNE ---- I I- HE f [S IIAS NOB) -I I GRZ SURVEY LINE (AS NOB) ;T3 (AS NOB) oe TL I f HK os HART `1,;1;.111 I 1'I1... IP=PLATTED D1= DEEDED BGRIN6 All) UIMtNSLN END - 0 W IErI l I I. '.. KMWWW* • Calleyaudia VICINITY MAP - NOT TO SCALE Approved By: Reference #: Project Number: C18-3945 Sheet Number: 1 of 1