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HomeMy WebLinkAboutSurvey: : L � ;►� : � This Land Survey, PrePared by SEA Group Land Surveyas, �s herebY cerlified to the fallowing. To: Tom Wood, Inc.; Chicago Title Insurance Comparry: established arid adopted This is to cefify that this maP a plat a�d 1he surveY °�'��► ����� in accadance with 1he'Minimum Shandard Detail RequiremeMs for ALTAlACSM Land Title Surveys; jointly by ALTA and NSPS in 2011, and indudes �ems 1�, 6(a), 7(a), 7(bK1), 8, 9,11(a),13, and 16 of Table A thereof. Pursuant to the Accuracy 3tandards as adoPted bY ALTA and NSPS and in e�ect on the date of th�s certification� undersigned furtl�er cer6fies that in mY Professional opinion� as a land surveyor registered in the State of Indiana� the Rdative Posibonal Aaxiracy of this survey does r� exceed that which is speafied therein. Date: June 6, 2012 James M. Fazekas Registered Land Surveyor of the State of Indiana Registration Number LS20600029 �`�``\�19 01 @ I fl9//��/ ��`� M.'• F q °��� ������?����STER�:� �`���o � �= No. ��9 � �. .�, ° * � LS20600029 � * � � � � STATE OF � �v��`,9�'• /NDIANP •'������ �����i;��Q S URo ; ` ��°�� 198101 Land Descriotion PARCEL 1: (Wartanty Deed, D.B. 307, pg. 552) Part of the SouUrvvest quarter of 1he Southeast Guarter of Section 7, ToWmship 17 North, Range 4 East in Hamilton CouMy. Begin at a poir� 559.3 feet East and 581 feet North of the SouThwest oomer of the Southeast Quarter of SecUon 7� T°w�sMF 17 North, Range 4 East said poir� being tlie Northwest comer of Lot 4 in Da}rs Survey; thence Norfh parallel with tlie West line of said Soulheast quarter 100.0 feet to an iro� stake� thence East parallel wi�h tl�e South line of said Southeast quarter 179.82 feet to tl�e center of Day Drive; thence Soulh an and along said ceMer line 100.00 feet b a poir�; thence West 179.87 feet to tl�e Place of Beginning in Gay toNmship, Hamilton CouMy, Indiana. PARCEL 2: (Warraniy Deed, D.B. 312, pg. 260) A part of the Southeast Quarter of Section 7, Township 17 North, Range 4 East, desaibed as fdlows: Begin at a point 559.3 feei East and 481.0 feet North of the Southwest comer of tl�e Souiheast quarter of Secc�on 7, Township 17 Norfh, Range 4 Eas� said point being the Norl�est comer of Lot No.5 in Da�s Survey; thence Nath parallel wilh the West line of said SouUieast quarter,100.0 feet to an iron stake; thence East parallel with ihe South line of said Soutl�east quarte�� 179.87 feet to tlie center of Day Drive; tl�ence Soulh ai and along the said center Iine,100.0 feet to a poiM; thence W�t,179.92 feet to the Place of Beginnim�. Also, Begin at a poir� 559.3 feet East and 381.0 feet North of the Soufhwest comer of Uie Southea�t quarter of Sec�on 7, Township 17 North, Range 4 Fast, said poir� being tlie Norlhwest comer of Lot 6 in Da�s Surve y; Nn thence North paralle� wi� the West line of said Soulheast Q°ar�r,100.0 feet to an iron stake; thence East paralld with the South line of said Soutl�east quarter,179.92 feet to tl�e ceMer of Day Drive� 1t�er►oe Sarth on ancl abng the said center Iine,100.0 feet to a poir� tl�ence West 119.97 feet to tlie Place of Beginning. • i, � • �, : • :a�i In direct accoMance wiih the laws goveming the State of Indiana, of tlie United States of America, ar�d folbwing Title 865 State Board of Registratia► for Land Surveyors, Arrti�de 1, General Prov�sions, Rule 12, Land Surveying; Competent Pra�ic;e, of U�e Indiana Administrative Cade (IAC), the following beliefs, opinions, observations, oondusions, and intormation are hereby submitted for recad. The degree of preasion and aa.uracy necessary for a survey shall be based upon the intended use of the real estate. If tlie dient does not provide ir�omiation ragarding 1he ir�ended use, tl�e dassification of tlie survey shall be based on the current use of Uie real estate. The suNeyed Premises shown hereon are dassified as an Urban Survey, having an acceptable rela6ve posifional aa,uracll of 0.07 feet plus 50 parts per million. The purpose of this project was to perfortn and prepare a RetracemeM Survey an the real estate that has been descxibed hereon, under direc�on and instruc6ons from the dient Relative positianal accuracy (RPA) means tlie value exPressed in feet a meters that represents the ur�ertaiMy due to random errors in measuremeMs in the location of airy point on a survey relative to any other poiM on tl�e same sunrey at the ninety-five perceM (95%) confidence level. There rr�y be unw�lten rigMs assoaated with these ur�certaindes. The amouM of w�ertaiMy c�eated by any discxepar�ies in the Nnas of occupaUon is equal to tl�at discxepancy itself and in sihiatans where that unoertaiMy � less than that of the appropriate RPA, it may have baen considered negligible and gone unnoted. Unless otl�arwise rated a shown on the within surveY plat,lhere � no evidence of occupation alon9 the perimeter lir�es of tl�e subject real eshate. This plat of sunrey accurately shows the locatiai of all viSiWe imprrnremer�s, unless noted o�ervrise, a► the premises as of the date of last field walc fa this projed Nso shown are all lines of oa;upadon and their rela6onship to the established lines of tl�e subjed real estate. A more acc�a�e explanation of these relationships and how ihey were detertnined �s desaibed wiUiin th� report. Unless ott�wise ilusUated hereon, there is no evidence � occupation along tl�e exterior perimeter of tl�e subject real estate. This plat of survey aaxrrately shaws the posi6on � easemer�s� highways, rights of waY, reshictions� covenar�s or other encurtibranoes of which the Surveyor was infarr�ed of. Land Surveyors wi�in the State of Indiana are not qualified to perfortn the extensive searches needed to acquire all of tlase documeMs or agreemer�s, and they rely upon a Title Compam, the dient, tlie dient's attaney, a tlie larid oNrtier to provide such infonnation. Observable evidence of Uiese burdens are sho�m hereon as utikty lines a assoaated improvemer�s� drains� swales� roadways, driveways, Paths� etcetera. Land Survey Markers, a monumems, were eiUier set or found at aN comers of tlie subject r�l estate� � shown and noted hereon. In sihiations where the comer is inaccessible a it would not be reasonable to set a monument at a comer, due to tertain a a4her hindrances, offset monuments may have been set mstead� a�d lhose have been annotated hereon as well. There may be differences of deed (D) dimensions versus measured (M) �mensians along the estaWist�ed lines of the subjed real es�te and likewise, there may be found survey markers near, but not preasey at� some established comers. In cases where the exlent of these differer�es are less than the stated RPA, and less tlian tlie uncertaiMy recognized wilh regard to any refere�e monuments used fa �is projec�, those differences may be oonsidered insignificant and have been slwwn onty for Uie purposes of mathematical dosure. Canversety, any differences that may excead Uie stated RPA and othe� uncertainGes are considerad significant and have been discussed iuAher below. ��Th�ry of L�n�pplied for this nmied is as fdbws. The basis of be�arings for this project is the south line of said Southeast Quarter Section, bearing South 89 degrces 37 minutes 11 seconds East (State Plane Bearing). ft is this Land Surveya's professiional opinion that tl�e cause and Uie amount of uncertaiMy in these lines and comers is due to tl�e folbwing: (A) Availability and condifan of reference ma�umer�s - Monuments found in said Soutl�east Quader Section, Per Ham�ton CouMy Surveya Tie Sheets: Soutlrv�est Comer - Survey Nail marker found Southeast Comer - Harrison Monument found The Northwest Comer has been destroyed by recant road wodc The west line of said SouU�ast Quartsr Sediort was established per tl�e recorded plat of 96ih Str�eet Campus Candominium (P.C. 3, Slide 152) by Weihe Engineers. The west line of the subject real estate was held this plat angle off of the established south sec�ton line. - The north and soutli lines of the subjed real estate were heW parallel wilh the established soutli sec6on line. centerline. • The east line of tl�e subject real estate (c�nt�rline of Day Road) was esablist�ed by holding deed distanoes irom the west Th� varied as much as 4.3' from the existin9 P�Y� - Additlonal monuments were found at a near the established camers fa tl�e subjact real es�te and its adjoiners and any varianoes have been annotabed hereon. . The amour� of uncertaiMy aeated by Uie cor�trdling monumeMs and any other monuments shoMm hereon i� equal to 0.12'. �g) pccupation a possession lines - A wood fence abng the souih line of the subjed real estats was found to be as much as 9.18' rarth. - A gravel drive along the south line of the subje�t real estate was found to be as much as 7.6' to 8.0' north. (C) Clarity a ambiguity of tl�e recad desaiption used and of adjoiners desaiptions and fhe relationship of the lines of the subjed trad with adjoinei's lines - No gaps or overiaps in title or deed lines were discovered during th� survey. (D) The relative positional acxuracy of the measurernents - This survey meets or exceeds the requiremems set fath by the State of Indiana. i and S�rveva's Notes My underground utilibes depided on the attached plat of survey have been bcated per vi�al observations a u�lity markings on ri�e ground. No warranty, eitl�er e�ressed a implied, is made as to tlie accuracy andla c�mpletenass of ir�formation presented on underground u�li6es, or as to its fitr�ess for any parficular purpose or use. In no eveM will SEA Group, iG� employees� agents, andla assi�gr�, be held I'iable for anY damages arising out of the tumishing andla use of such ir�om►a6on. The path afi the u61ity lines shown on sa� plat of survey should be considered appropmate u�il tl�ey are ei�er rebcated, by calling tlie Indiarra Ur�derground PIaM protecfion I1�ency at 1-80a382-5544 a until they are excavated to veriiy the bcation and pa�h of the ublity lines. No wartar�y, eilh� expressed a implied, is made as to the accuracy ar�dlor completeness of ir�formaGon provided by 9ovemmental authorities andfor third pardes, or as to i� fitness for any Partiarlar purPose w use, induding but not limited to ir�fortna6on preseMed on zoning, seibadc requirements, flood hazard zones and wetlands area(s). In no event will SEA Group, i� empbyees, ager�s� andla assi9ns, be liable for any damages arising out of the iumishing andla use of such infonnation. My depiction of possible inUusion, trespass, invasion, andla possible enaoad�ment ir�to �►e Possessans or �9hts of a�°ther is not a matter of survey. M attaney andlor title company slwuld be consulted in all matters wiih re.spect to any rigMs of possession(s) and matteers of title. Along arry line where a deed gap or ovedap a inconsistency in line of oa.upation oc�urs, unwri�en rights may be available to the subject andla the adjoining real estates. Flood Infortnati� dQtg Flood stahis ir�amation was obtained using Flood Insurance Rate Maps (FIRM) provided by the United States Departmer� of Homeland Sec;urity, Federal Emergency Managemer� AAency (FEMA), on their website, located at http:llmsc.fema.govl. The Subjed Real Eshate descxibed hereon was mathematically ca�ulated and scaled on the FIRM Maps of Hami�On CouMy, Indiana, Map Number 18057CA236F, dated February 19, 2003, and was found to be loc�abad in Flood Zone X and NOT wilhin a Speaal Flood Hazard Zone• The accuracy of any flood hazard data shoNm on ihis Land Survey is subject to map scxle uncertaiMy and fio any oU�er uncertaiMy in IoaUai a elevation on tl�e referenced Flood Insurance Rate Map. Th�s oer6ficatan is restrided to a review of the FIRM noted above and shall rat be construed as a co�irmation a denial of flooding potential. Title Insara�e Com�anv Camm' t Note E� �f �ur� of title for fhe subject tract was provided by Chicago Title Insurance Company, having a Title Commihnent Number of 453413 and is dated eifedive May O7, 2012. Some certain survey{elated 'Speaal Exceptions' epst that were disdosed in Sd�edule B of said title commihnent, and have been depicc;ted on the survey, e�ach being identified by tl�air recording data. Should arry addi8onal items need to be depi�ted on Ihe survey, please notify us and provide tl�e appropriate docu►neMs• Survey related "Speaal Exceptions" witl� regard to the Subjed Real Estate: #13. EasemeM, Inst�5582 - Shown hereon. #14. Easement, Inst�8600702 - Does not affect the subjed real estate. #15. Easement, Inst#8600703 - ShoHm hereon. #16. Easerner�, Inst�8600104 - Parts shoym hereon� Part does not a�ect ihe subject real estats. Current ownership for the Subject and Adjoining real estates are shown per Cour�r Assessor recads, and 1he documer�s listed hereon can be obtainad from the CoumY Reoorders Office. LTA / ACS N D TITLE SU RVEY 9624 Da Road❑Carmel, IN y ��urvey ��ti�u�� ','�rker found SYM B O SEA GROUP MONUMENT SET � SIGN �I CUT "X" SET or FOUNC � LARGE SIGN � BRASS PLUG � COPPER WELD -� UTILiTY POLE O SURVEY MARKER FOUND � LiGHT PO�E �� PK or MAG tiAi'� FOUND �= GROUND LIGHT �SECTION CORNER (AS NOTED) �� ELEC�RIC METER 0 � BENCHMARK (AS NOTED) E� ELECTRIC UTILITY � RIGHT OF WAY MARKER �� DECiDUOUS TREE �- TRArFIC SIGNAL PC'�_E %� EVERGREEN TREE AC AIR CONDITONER MB MAI'� BOX ��L LEGEND Q FIRE MAIN � FIRE h i�RANT wMrR WATER METER � � WATER VALVE �i�W WAitR WELL �� BE�—HIVE INLET � CURB INLET � DRA'NAGE INLET M�I MANHO�E � AIR � VACUUM EC�u'�PMENT GAS GAS LINE MARKtR �� cas va�vE � c� �� GAS METER T� TELEPHONE MAN�O�E u TELEPHON� GTI'�_'�Y i ;EL TELEPNON� '�I�'vt MARKER ', SRN SANITARY SEWER MANHC'LE ��� SAN SANITARY SEWER '��ARKER �, STI� � STORM SEWER MA�NdOLF �'i �, ul CABLE UTILI�Y 30 15 GRAPHIC SCALE 30 60 ( IN FEET ) 1 inch = 30 ft. 120 � � ' Grou Land Surveyors 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT LOCATED IN: SECTION O7 - TOWNSHIP 17 NORTH - RANGE 04 EAST HAMILTON COUNTY ALTA/ACSM LAND TITLE SURVEY PREPARED FOR: Colliers International 9 0 0 E a s t 9 6 t h S t r e e t, S uit e 350 Indianapolis, IN 46240 REV. # I DATE � REV. DESC. . � � ... DRAWING LEGEND —x —x —X —x —x —x — EKIS�NG �EiRI-iYPE fENCE o— o— a— o EXISIING WO(�-TYPE fENCE cns GRS = UNDERGROUN� GAS LINES carv CRN = UNDERGROUND CRBLE IELEVISION LINES wTR W1R = UNDERGROUND WRiER �INES sTM Sil� = UNDERGR(k1ND SiOR� SEWER saN SRN = UNDERGROUND SRNITARY SEW�R FBOP fBOP = UNDERGROUN� FIBER-OP�C —ucT — UGi = UN�ERGROUND iEIEPHONE ucE UGE = UNDERGROUND E�ECiRIC oHE DNE = OVERHERD ELECiRIC oHr OHi = OVERHERD iELEPHONE OVHD OVHD = OVERHEAD UTILIiY rRaF iRRF = OVERNEAD 1RRfRC �INES iRR IRR = UNDERGROUND IRRIGR�ON LINES — — sEC1ioN uNE (AS No�o) -- R.O.W. = RIGHi OF WRY (RS NOiED) — — CENlER�NE AS NO1ED — — — — — — — B.S.�. = BUIL�ING SEIBACK �INE — — — — — — — — — — — — — ERSE�ENi (AS NOiE�� — — RERL ESiA1E LINES (RS N01ED) SUBJECi RERL ESiRiE SURVEY LINE (RS NOiEO) EXISiING CONC. CURB (AS NOiED) Toe i0B = i0P Of BRNK — ros i0S = i0E Of SLOPE � � � > -- EXISiING FLOWLINE — — CONiOURS - MRJOR INiERVAL — — — CONiOURS - MINOR INTERVR� �P) = PLAiTE� BERRING RND DIMENSION (C) = CRLCULRIED BEARING AND DI�ENSION (D) = DEEDED BERRING AND �IMENSION (�) _�ERSURED BEARING RND DIMENSION VICINITY MAP - NOT TO SCALE Approved By: Drawn By: Date of Last Field Work: Date Plotted: Reference #: JMF JMF 6/04/12 6/05/12 Project Number: C12-6947 Sheet Number : 1 of 1