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HomeMy WebLinkAbout02 SV-1 C20184143 PLAT OF SURVEY1 2 3 4 5 0 7 0 0 10 11 12 13 14 15 U E F G i ■ J L CERTIFICATE OF LAND SURVEY This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following. To: Hamilton National Title; SA Capital LLC, an Indiana Limited Liability 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 1-4, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was completed on 7/13/18. mmmmmmll," Date: July 19, 2018 ����CD M • Fq ����� * LS20600029 0 -- --— -- — STATE OF — -----e James M. Fazekas ����� Registered Land Surveyor of the State of Indiana m�mmmmmmmmm"i%% S 89°03'10" W 1305.26 Registration Number LS20600029 NW Corner, SW1 /4 Land Description SeC.25—T18N—R3E Part of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Beginning 260 feet West of the Northeast corner of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East; thence West, 115.00 feet; H a rriSon Monument found thence South 220.78 feet; thence East 115.00 feet; thence North 220.78 feet to the Place of Beginning. ALSO, Part of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Beginning 375.00 feet West of the Northeast corner of the West Half of the Southwest Quarter of Section 25 Township 18 North Range 3 East and on the North line 9 9 Q � P 9 thereof; thence South, parallel with the East line of said West Half, 220.78 feet; thence West Parallel with the North line of said West Half, 40.00 feet; thence North parallel with the East line of said West Half, 220.78 feet to the North line thereof; thence East, on and along said North line, 40.00 feet to the Place of Beginning. 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 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 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 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 North line of said West Half, Bearing South 89 degrees 03 minutes 10 seconds West (State Plane Bearing). 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 found in said West Half: NE Corner (Harrison Monument found); NW Corner (Harrison Monument found); SE Corner (Harrison Monument found). These monuments were used to control this survey. 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 During a physical inspection of the premises, no discrepancies in these lines were found. (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. (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 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 company should be consulted in all matters with respect to any rights of possessions) 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. 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 Specail 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 Hamilton National Title, having a Title Commitment Number of IN1708832 and is dated effective 12/05/17. 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. Survey related "Exceptions" with regard to the Subject Real Estate: #14. Inst.#8416187 - The exact location of the easement could not be determined. The document references a "strip of land 15 feet in width" and runs "South of, parallel with and adjoining the South right of way line of, 131st Street as now established..". It is not stated nor known what the right of way width was at the time of the easement creation. #15. Inst.#8917968 - Shown hereon. 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. ALTA I NSPS LAND TITLE SURVEY 833 W. Main Street Carmel, IN 12"RCP-842.631 SAN SN N Sanitary Sewer Mane TOC= 844.49' E./W.12" Clay-838.21' Rebar (Cripe) found online W. Main Street S 89°03'10" W 155.00' S 89°03'10" W 260.00' M i --- —i — — — M _ — — '""ram — — — -- — — --- 115.0 0' P 0 B I40.00'—__ Asphalt — I Deed of ROW Apparent 40'-H-cf -ROW nst.#2004-52581 F N wTR wTR wTR E d O f a m e n t 6, = C-e Walk o o�.-Adk M o L� — — — — — — _ 0 TII SAN- � — oR ass _ _ —N� SAN ^, Gross S S SIN SAN S LPN SAN SF—=:SA�N—�N_— S AN — SAN e IJ or e it e) SAN SAN /a .Drainage Inlet sPSanitary ewer Manhoou a�O�lne Rim EI4v.=842.93' TOC=845.14' TMB#1 N N.15"P� C=840.43' W.12" CIay=838.19' Mag Nail Set / S.15"PqC-840.43' E.12" CIay=838.09' Elev.=844.89' \ — \ I G ass � I I N I I J � IIC�� Brush/Trees F L _ _ IlO I ai1�e Guilford Plaza, LLC O _ _ _ _ Asphalt �\ I I I I InSt. #2004-41714 / I C-)N NI ICI I �� Rosewalk on Main, LTC (_0 o I AZR Haver, LLC \ \ I I I nst.#2001-69714 �, of InSt. #2018-5184 l O� N w 00z l ±0.785 Gross Ac. I I b I I / o= -- -- -- -- �— Overhang I oo 20V L.,l Conc. Curb As halt Rosewalk on Main, LLC CD Inst.#2012-26581 N �N I O Io O N Asphalt �� 1 29.2' 95.2" FFE 844.09' �30.5' �- — — — I Gra�sl O Conc. Curb I II I I LA Ramp Overhang \ I I I I o C-) i i I o Drainage InletZZ m NE Corner, W1 /2, SW1 /4 Sec.25—T18N—R3E Harrison Monument found N. Line, W1 /2, SW1 /4, Sec.25—T18N R3E7 I z CD k- 'fj � "I)r N N N SAN o CD cry Drainage Inlet i \�\ Rim Elev.=842.38 Asphalt III Main & Guilford Plaza, LLC Rim Elev.=842.80'--g� E.12"RCP=838.60'o I Inst.#2004-41714 SW.12"R,CP=838.68' N.15"RCP=839.55' I \ �20 F TM� \ \ (no pipe to -W), U I SE.15"RCP=839.50' a I (connection of SE pipe I \,f(9OerzX o� O D t could not be found) ", 968 I STM STM STM \STM STM STM M — 40.00' 115.00' Edge of avement — T T 7 —-Brash-�firees —� N 89°0�' Rebar found 045— �4-3-- — Conc. Curb MIG Guilford Rosewalk on Main, LLC Reserve LLC Inst.#201226581 Inst.#2013-42663 20 0 10 GRAPHIC SCALE 20 40 ( IN FEET) 1 inch = 20 ft. 80 Asphalt SYMBOL LEGEND Q SEA GROUP MONUMENT SET -� SIGN Q FIRE MAIN GAS GAS LINE MARKER tt CUT "X" SET or FOUND -� LARGE SIGN FIRE HYDRANT � GAS VALVE ® BRASS PLUG / COPPER WELD UTILITY POLE wN WATER METER c GAS METER O SURVEY MARKER FOUND LIGHT POLE WV WATER VALVE CM COMMUNICATIONS MANHOLE ®® PK or MAG NAIL FOUND ` GROUND LIGHT WATER WELL coM COMMUNICATIONS LINE MARKER SECTION CORNER (AS NOTED) EMT V0 ELECTRIC METER ® BEE -HIVE INLET SRN SANITARY SEWER MANHOLE BENCHMARK (AS NOTED) ELECTRIC UTILITY ® CURB INLET SAN SANITARY SEWER MARKER RIGHT OF WAY MARKER DECIDUOUS TREE ® DRAINAGE INLET STD STORM SEWER MANHOLE TRAFFIC SIGNAL POLE EVERGREEN TREE E) MANHOLE COMMUNICATIONS UTILITY AC AIR CONDITIONER MB MAIL BOX ® AIR /VACUUM EQUIPMENT CO CLEAN OUT o BOLLARD HANDICAPPED PARKING SPOT MW MONITORING WELL ralnage n e Rim Elev.=846.57' W.12"RCP=841.32' Grass Detention Area �-- — — — — — — MIG Guilford Reserve LLC Inst.#2013-42663 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.govdefault.aspx Vertical Datum = NAVD '88 Horizontal Datum = Indiana State Plane East Zone. IBM#1: Vag Nail set in asphalt parking lot near E. side of entrance to subject parcel, approx. 40' S. of Main Street centerline. Elev.=844.89' TBM#2: Vag Nail set in concrete walk, approx. 40' S. of Main Street centerline & 290' W. of West line of subject parcel. Elev.=847.56' A A AamAm Grou Land Surveyors AB Civil Design Construction Layout 494 Gradle Drive Carmel, Indiana 46032 Phone:317.844.3333 Fax:317.844.3383 www.seagroupllc.com info@seagroupllc.com 833 W, Main Street Carmel, IN PROJECT LOCATED IN: SECTION 25 - TOWNSHIP 18 NORTH - RANGE 03 EAST HAMILTON COUNTY, IN ALTA/NSPS LAND TITLE SURVEY PREPARED FOR: Corporate Commercial Group REV. # DATE REV. DESC. DRAWING LEGEND GAS GAS GAS — Co.—Co.—COM COM COM — ,�a S1M STM S1M —SAN SAN SAN FBOP FBOP FBOP —UGE UGE UGE OHE OHE OHE G�mo avHo ovHo --Al TRAF TRAF iRR -IRR -iRR ------------------------- TOB TOB T09 TOS TOS TOS (P) = PLATTED BEARING AND DIMENSION (D = DEEDED BEARING AND DIMENSION EXISTING METAL -TYPE FENCE EXISTING WOOD -TYPE FENCE GAS = UNDERGROUND GAS LINES COM = COMMUNICATION LINES WTR = UNDERGROUND WATER LINES STM = UNDERGROUND STORM SEWER SAN = UNDERGROUND SANITARY SEWER FBOP = UNDERGROUND FIBER-OPTIC LICE = UNDERGROUND ELECTRIC OHL = OVERHEAD ELECTRIC OVHD = OVERHEAD UTILITY TRAF = OVERHEAD TRAFFIC LINES RR = 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 = TOP OF BANK TOS = TOE OF SLOPE EXISTING FLOWLINE CONTOURS - MAJOR INTERVAL CONTOURS - MINOR INTERVAL (C) = CALCULATED BEARING AND DIMENSION (M) = MEASURED BEARING AND DIMENSION i �,, Know what's below. Call before you dig. VICINITY MAP - NOT TO SCALE W. Main St. SITE c/ a' �I �a O _0 0 .51 0 Approved By: JMF Drawn By: JMF Date of Last Field Work: 7/13/18 Date Plotted: 7/19/18 Reference #: Project Number: C 18-4143 Sheet Number 1 of 1