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HomeMy WebLinkAboutSite Plan1 1 2 1 3 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 A 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 B 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 p P q p Y 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 C 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 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 1 p p 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 D 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 E 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. F The Theory of Location applied for this project is as follows - the basis of bearings for this project is South 00 degrees 50 minutes 57 seconds East along the east line of the Southeast Quarter of Section 36, Township 18 North, Range 3 East, per Indiana State Plane Coordinates - East Zone. The surveyed property lies within said Southeast Quarter of Section 36. A Harrison monument marking the northeast corner and a brass pin in a box at the southeast corner of said Quarter Section were located per the Hamilton County Surveyor's office corner recorders and held to establish the location of the east line. Deed bearings and distances were held to establish the boundary lines. G 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 - A Harrison monument was recovered marking the northeast corner of the Southeast Quarter of said Section 36, Township 18 North, Range 3 East per the Hamilton County Surveyors corner records. - A brass pin in a box was recovered at the southeast corner of said Southeast Quarter per said records. 4 5 6 7 8 C. Clarity or ambiguity of the record description used and of adjoiner's FLOOD INFORMATION NOTE descriptions and the relationship of the lines of the subject tract with Flood status information was obtained using Flood Insurance Rate Maps (FIRM) adjoiner's lines provided by the United States Department of Homeland Security, Federal - There is a deed overlap of 1.10 feet to 3.01 feet along the south line with Emergency Management Agency (FEMA), on their website, located at the north line of that tract of land granted to Richard N. Shaw per Deed http://msc.fema.gov/. Book 294, Page 420, and that tract platted as Fairgreen Trace, recorded The Subject Real Estate described hereon was mathematically calculated and as Instrument #200000006675, in Plat Cabinet 2, Slide 401. This may be scaled on the FIRM Maps of City of Carmel, Hamilton County, Indiana, Map a result these tracts and the surveyed tract being described from different Number 18057CO209G, dated 11/19/2014, and was found to be located in Flood commencing points and a lack of controlling calls. The point of Zone X unshaded, an area determined to be outside the 0.2% annual chance flood, commencement for said tracts of land is the southeast corner of the being within Community Panel Number 180081. Southeast Quarter of Section 36, Township 18 North, Range 3 East and The accuracy of any flood hazard data shown on this Land Survey is subject to the surveyed tract of land commences at the northeast corner of said map scale uncertainty and to any other uncertainty in location or elevation on the Quarter Section. referenced Flood Insurance Rate Map. This certification is restricted to a review of - The amount of uncertainty created by the record descriptions for the the FIRM noted above and shall not be construed as a confirmation or denial of premises is up to 3.01 feet along said south line. flooding potential. D. The relative positional accuracy of the measurements CERTIFICATE OF LAND SURVEY - This survey meets or exceeds the requirements set forth by the State of This Land Survey, prepared by V3 Companies, is hereby certified to the following: Indiana. Horton Fan Systems, Inc.; James 201, LLC; National Bank of Indianapolis; Chicago Title Insurance Company: LAND SURVEYOR'S NOTES This is to certify that this map or plat and the survey on which it is based were Any underground utilities depicted on the attached plat of survey were located per made in accordance with the 2016 Minimum Standard Detail Requirements for visual observations or utilitymarkings on the round b Indiana 811. Ticket 9 9 Y ( ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and #2101123701). No warranty, either expressed or implied, is made as to the NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A accuracy and/or completeness of information presented on underground utilities, or thereof. The fieldwork was completed on January 22, 2020. as to its fitness for any particular purpose or use. In no event will V3, its employees, To the best of my knowledge and belief the within plat also represents a survey agents, and/or assigns, be held liable for any damages arising out of the furnishing made under my supervision in accordance with Title 865, Article 1, Chapter 12 of and/or use of such information. The path of the utility lines shown on said plat of p Y p the Indiana Administrative Code. The topographic data was gathered using 9 9 survey should be considered approximate until they are either relocated, by calling standard radial surveying techniques with an Electronic total station and data Indiana 811 at 1-800-382-5544 or until they are excavated to verify the location and collector and/or using Global Positioning (GPS). path of the utility lines. Date of Plat or Map: February 8, 2021 ������Ip�� ��� \ AMIIII'S�������%,, l� No warranty, either expressed or implied, is made as to the accuracy and/or Last Revised: Jul 16, 2021 � Y��`sTER�°o�G' 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 _ No. -_ to information presented on zoning, setback requirements, flood hazard zone = LS20400014 € wetlands area(s). In no event will V3 Companies, its employees, agents, a /or ' STATE OF assigns, be liable for any damages arising out of the furnishing and/or use of such Tania M. Strugl ' •'NDI ANP'' '� �� information. Professional Land S eyor #LS20 0014 tstrug@v3co.com/�����i�i�iiuil►nnuuit�U��O���\\\\\ / 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 REDACTION STATEMENT any rights of possession(s) and matters of title. I affirm, under the penalties for perjury, that I have taken 9 10 °0'. 1, .�i�� /� GRAPHIC SCALE !p � FV �� / 6 / ` �rJ G,�` �W,/� � 40 0 20 40 // �Oj �0 i 1 40 POINT OF = BEGINNING C,q `b� �rx� �h`b CURB ° y�< T °`L,�, ON LINE ���co0�rx Q\Q�� CO SIGN 3.8'E— ' ' 10�N � ' G i U reasonable care to redact each Social Security Number in Along any line where a deed gap or overlap or inconsistency in line of occupation this document, unless required by law, Tania M. Strug. e�°� z � occurs, unwritten rights may be available to the subject and/or the adjoining real'°°° %' / Q estates. This document was prepared by Tania M. Strug. 00�1�0000 °��� ',Z,P�� j /\ ownershipCurrent for the Subject and OO� O,�J� /�\ ASPHALT / l Assessorreco records, and any dAdjoining ocumen s l stedhe eon real estates n are shown eCounty can be obtained �IGPOO�0000 O ��� County Recorder's Office. \�y ��`003 / �G ID LEGAL DRAIN TILE OR DITCH NOTE A search of County Surveyor records and information shows that the Subject Real \�5 Q�G ; '�� p1°.g`5/ Estate is burdened by the WR Fertig Drain - JW Hawkins arm, an open drain, per QP / /�O Hamilton County Surveyor's Office. Per Indiana Code 36-9-27-33(a), "the county ; 0 °OQ�Q��/ surveyor, the board, or an authorized representative of the surveyor or the board �'�0 G?�Kj acting under this chapter has the right of entry over and upon land lying within seventy-five (75) feet of any regulated drain. The seventy-five (75) foot limit shall be ; ���` , rp / measured at right angles to the top edge of each bank of an open drain; as determined by the surveyor." This is shown on the survey. 3 S A E UTILITY NOTE �� With regard to utility lines shown hereon, source information from plans and ° markings, where provided, was combined with observed evidence of utilities to ��•A� develop a view of those underground utilities. However, lacking excavation, the / / exact location of underground features cannot be accurately, completely and 8 P CE reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. O P 11 12 13 ALTA / NSPS LAND TITLE SURVEY 201 W CARMEL DRIVE 5.29 ACRES+ w U) 07 w Q z 0 =mow �ooz 0 0 N ❑zU) J Q Omw w Q U) Q z g z 14 OHO \O Q/ / �ZIN 1 '�.°' N °tip h� �/ °rL Ii�S �S'llli ENCLOSED ^u ENTRANCE �j "ONE WAY" 0 z 0 co w U) w J Q w SIGN 05E o � ww O Z0 U) U) rn O Z O ME 24.7, o2 0 CD u7 N N LOLO Cfl W CM =_ o N o � vJ ° O J Q 2 CL U) a O 0 O J 'IT O /J LO 00 N U 0 Q zoo C) 00 C? =0rn � o 62 r` ,4 O 67 00 00, Lr) ° 0 0 z Z 15 NE CORNER, SE 1/4 SECTION 36-T18N-R3E I HARRISON MONUMENT FOUND WI of 0 OI 0 0 CO uJ � M �z 00 � cow I �� LLr CO zz W JO r` cn o w cwn 0 O SOUTH R/W LINE CARMEL DRIVE V ' S89009'03"W 771.4:3'(M) S90°00'00"W(D) RECORD DESCRIPTION Corporate Warranty Deed - Instrument #200400085498 Part of the Southeast Quarter of Section 36 Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Southeast Quarter of Section 36, Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on and along the East line of said Southeast Quarter 938.15 feet to the South right of way of Carmel Drive; thence South 90 degrees 00 minutes 00 seconds West on and along said right of way line 771.43 feet to the point of curvature of a curve to the right, the radius point of which bears North 00 degrees 00 minutes 00 seconds 561.07 feet from said point; thence Northwesterly on and along said curve in said right of way line 386.62 feet to a point which is South 39 degrees 28 minutes 52 seconds West 561.07 feet from said radius point and the place of beginning of this tract; thence South I CO 00 degrees 08 minutes 36 seconds West 525.20 feet; thence North 89 degrees 51 minutes 24 seconds West 70.40 feet; thence South 00 degrees 00 minutes I LO 07 seconds East 50.73 feet; thence North 89 degrees 43 minutes 09 seconds 011 West 666.34 feet to the Easterly right of way line of the Monon Railroad; thence LU North 49 degrees 33 minutes 00 seconds East on and along said East right of way line 563.60 feet to the point of a 3 degrees 00 minutes spiral curve; thence P Northeasterly on and along said spiral curve to the left and the East right of way LO line of the Monon Railroad 201.74 feet to a point subtended by a chord having a I o length of 201.72 feet which bears North 48 degrees 32 minutes 36 seconds East I C) from the last described point, said point being the point common to said spiral curve and a circular curve to the left with a radius of 1943.08 feet; thence Northeasterly on and along said circular curve to the left and the East right of way of the Monon Railroad 158.56 feet to a point subtended by a chord having a length of 158.52 feet which bears North 44 degrees 12 minutes 44 seconds East from the last described point; said point being also on the South right of way of - Additional monuments were found at or near the established corners for G� / c5 HORTON FAN SYSTEMS, INC. \ O Q w 4t Carmel Drive; thence South 49 degrees 32 minutes 41 seconds East on and the subject real estate and its adjoiners and any variances have been ��P��y O / '/ / A,A��',S, S S " INSTRUMENT #200400085498 Z) w along said South right of way line 52.71 feet to the point of curvature of a curve annotated hereon. Q'P O 09 O G OD / C' IO TAX PARCEL #16-09-36-00-00-045.000 to the left, the radius point of which bears North 40 degrees 27 minutes 19 H - The amount of uncertainty created by the controlling monuments and any OQ���\�O^ / "� �� 5.29 ACRES± (230,484.1 SQUARE FEET±) Q z a seconds East 561.07 feet from said point; thence Southeasterly on and along other monuments shown hereon is equal to 0.2 feet, more or less. Q�` / ,/ ��PSQNP — Q said curve in said right of way line 9.54 feet to the place of beginning. IVE B. Occupation or possession lines �O+OQ\�S��J �� /, '� o, moo© TANK META201 LIFRAME BUCARMEL DIL ING Q ~ Back of curb lies on the east line and up to 1.3 feet west. Fence lies Q Q- �� F. �� / 8 TITLE INSURANCE COMPANY COMMITMENT NOTE y between 2.3 feet and 3.2 feet west of said line. A wood timber wall lies PQ NO �� �\ '0 / I 75,930 SQUARE FEET±(FOOTPRINT) a Evidence of source of title for the subject tract was provided b along the back of the fence near the southeast corner. A sign lies 0.5 �� / <C.P G;S, ' / / Q Chicago Title Insurance Company, having a Title Commitment Order feet east of said line. Pc,�� �PGQ'���pODj ILt / Number of CTIN2101629 and is dated effective February 2, 2021. - Utility poles lie near the east line, the 70.40' course and the 50.73' course Q,P� Q,O\A, / 580' FROM 0 Survey -related exceptions that were disclosed within Schedule B of 0 as shown hereon and overhead utility lines cross said lines between the said title commitment have been depicted on the survey, each being O O poles as shown. There are several lines connected between these poles y .��'i 4����J �� NW CORNER / // identified by their recording data. with an approximate width of 9-10 feet. �vP G0 - Fence lies between 0.6 feet and 1.2 feet north of the 70.40' course. Said O ; h O Notes on those survey related exceptions with regard to the Subject fence crosses said line and lies 8.4 feet southeast of the west end of said `�i� ���Gv'� ``� �03 / / Real Estate: course. ('j� �OQ Q`!•� �O� OOQ' Q,GQ / 14. Pursuant to IC36-9-27-33 of County Drainage Board (and any - Fence lies on the 50.73' course and up to 1.8 feet west. �� QP ° o bz) `l.�` // amendments thereto) or any legal representative thereof is granted - A wood fence lies between 0.9 feet and 5.9 feet north of the south line. /23.6' CONC. CURB the right of entry over and along lands lying within 75 feet of any �I 1 - Flow line of the W.R. Fertig drain lies generally along the northwest line � QQ- ,' V 2.W FENCE 2.3 W regulated drain, said 75 feet being measured at right angles from theI and up to 6.7 feet northwest where it crosses Carmel Drive through a 60" / QQ ` I existing bank of each and any open drains. Shown on survey. i 15. Corporate Warranty Deed - Deed Record 250, page 5, RCP. ; CANOPY - Back of walk lies as near as 3.2 feet northeast of the northeastern / ; —W I Z Instrument Number 3539 - Document states that the surveyed Ld O property is subject to an easement for utility and sewers being 15 courses. v l­_ tY ❑ < J _ _ _ _ _ J Q feet in width along the south line. Also states no building or structure J - The amount of uncertainty created by these discrepancies is equal to 6.0 �,''�QQ' ; Q w w a O W= CONCRETE U shall be constructed within 50 feet to the south right-of-way line of feet, more or less. OQ L0 a 0 9 L_ Carmel Drive nor within 15 feet from the east west or south yard 1:� QLeo° o BOLLARDS(TYP) line. Information regarding how this easement was granted or these TANK — — — —0— -Z z setback lines were established is not noted. c RETAINING WALL / J m O 16. Stormwater Drainage Easement - Instrument Number 8313229 - z (I / Z ~ U CHAIN LINK FENCE Shown on survey. — 5/8" REBAR W/CAP Q GRASS ' Q Q m 17. Covenants -Instrument Number 9104036 -Shown on survey. II STAMPED "W THE" FOUND = o o o ❑ � U � FENCE 2.7'W 18. Declaration of Easement -Instrument Number 199909950245 - CONCRET ITCH II = CONCRETE ON LINE 15.0'E (BENT) ° WOOD T�MBER �LL 2.5;�IV_ Shown on survey. 0' DRAINAGE EASEMENT 0 / FENCE 0.6 N OV HEAD LINE EASEMENT���,� '� NSTR MENT #831322 II w / / H OH OH = 19. Deed and Covenants - Instrument Number 199909954333 - FENCE 8.4'SE / Blanket in nature. INSTRUMENT #2007046528 ° / z �, & UTILITY POLE 2.2'IN 1.9'W 15" RCP — — — _ — — � � a+ 20. Non -Enforcement of Drainage Easement - Instrument Number -1------------------------------ — — a+ FENCE CORNER1.2N,3.2W -4- — — — — — — — — — � L6200400035729 - Approximate limits shown on survey. Exact —�— = 25' DRAINAGE & STORMWAYER ESMT CHAIN LINK FENCE ASPHALT , , ,w �" S89017;39"W 70.40'(M) location is not defined. 12" RC,P INSTRUMENT#99-50245 _____ _ __ ____________ -----GUARD RAIL — — — — — — T N89 51 24 W 70.40(D) '------��__------- '---------- —� o ® GATE ® � w UTILITY POLE 2.0'E 21. Grant of Easement - Instrument Number 2007046528 - Shown --__ OVERHEAD LINES �— �— -- ASPHALT--------------------ri—/,—� ° ) on survey. ---- --- - ----------------------___ --------------- ------------ �----�,----------------------------------------------- -- o000 ----------- oil -1 - �__ ----------- OH OH f - - - - - - - - - - - - off a� a� �— ai ai c� a� a� ai $ off w, off °H a+ °H - - - - - - - - - - - FENCE CE END 07"E 50.73'(D) --------------- - ----------------- — -- - ------ ---- ----------- WOOD FENCE S89°25'54"W 666.34'(M) WOOD FENCE Z za 6' 25' SEWER, DRAINAGE &UTILITY EASEMENT PER PLAT N89°43'09"W 666.34'(D) Q N J Q I ° w 0 w U SE CORNER, SE 1/4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w U > > Z LU SECTION 36-T18N-R3E L / w LOT 11 I o Z O O FAIRGREEN TRACE U_ " Klnowwhat's below / w w INSTRUMENT #200000006675 STORAGE DEPOT CARMEL LLC HARRISON MONUMENT RICHARD N. SHAW � ❑ ❑ ❑ O ROSEMEADE COMMONS I o DEED BOOK 294, PAGE 420 w w O ❑ INSTRUMENT # FOUND ® Call before you dig. � INSTRUMENT #9360093 LOT 12 I o TAX PARCEL #16-09-36-04-01-011.000 ❑ ❑ PLAT CABINETBLOCK SLIDE 401 � Q TAX PARCEL #16-09-36-04-02-024.002 1 I LOT 10 PLAT CABINET 1, SLIDE 376 I 00 00 I o COMMON AREA Z o Formerly SEA Group 494 Gradle Drive Carmel, Indiana 46032 Phone:317.844.3333 Fax:317.844.3383 infocarmel@v3co.com V3co.com Surveyors - Scientists - Engineers PROJECT LOCATED IN: SECTION 36 - TOWNSHIP 18 NORTH - RANGE 3 EAST CLAY TOWNSHIP HAMILTON COUNTY ALTA/NSPS LAND TITLE SURVEYI RETRACEMENT SURVEY PREPARED FOR: HORTON FAN SYSTEMS, INC. 2565 WALNUT STREET ROSEVILLE, MN 55113 REV. # I DATE IREV. DESC. 1 3/30/21 JAdded title commitment 2 17/16/211 Per client comments DRAWING LEGEND 000 CHAIN LINK FENCE WOOD FENCE E UNDERGROUND ELECTRIC G GAS MAIN w WATER MAIN OH OVERHEAD LINES FO COMMUNICATIONS LINE BOUNDARY LINE — — — — — — — — — EASEMENT LINE LOT LINE — — — SECTION LINE TOB TOP OF BANK ■T TELEPHONE PEDESTAL ANCHOR POWER POLE 0 LIGHT STANDARD ■E ELECTRIC PEDESTAL ® ELECTRIC TRANSFORMER ®E ELECTRIC METER N GAS VALVE A PIPELINE MARKER ®G GAS METER L ARC LENGTH 'CS HYDRANT R RADIUS ® WATER VALVE CONC. CONCRETE ®W WATER METER 0 BOLLARD ® SURVEY MARKER FOUND A SECTION CORNER N NORTH (R) RECORD BEARING/DISTANCE S SOUTH (M) MEASURED BEARING/DISTANCE E EAST (C) CALCULATED BEARING/DISTANCE W WEST (D) DEED BEARING/DISTANCE VICINITY MAP - NOT TO SCALE SITE r, Approved By: TMS Drawn By: bs Date of Last Field Work: 1 /22/2021 Date Plotted: 7/16/2021 Reference #: Project Number: 210021 Sheet Number 1 of 1