HomeMy WebLinkAboutSV-1-BOUNDARY RETRACEMENT SURVEY�
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LEGAL �ESCPIPTION
A parl of the Nodhwest �uarter o� Section 2. Township 1] Nodh, Range 3 East bcated in Clay
Township, Hamilton Cowly, Indiana being bounded as follows:
Commencing ot the Swtheast Comer of the West Half of fhe Northwest Quarter of Section 2,
Township 1] Narth, Range 3 East; thence North 00 degrees 11 miwtes 50 seconds East 594.59
feet along the East Line of soid West Hali to the POINT OF BEGINNING of this tlescriptiom thence
SwM 84 tlegrees 5] m nutes 12 s ontls West 39.3] feet; Mence nortM1westetly 339.59 feet olang a
e to tM1e left having'o mtlius o�c59S00 feeq [he chord af which bears North 24 tlegrees OJ
utes 34 s ontls West 334.85 fee[ Ihence North 40 tlegrees 45 m wtes 23 s antls West
291.39 �eep [hence nartM1etly SOfi24 feet along a e ta Ihe right having a ratlius of �15.00 feep
the chord of which bears North 20 tlegrees 29 m nut s 23 s onds West 495J3 feeq Mence North
00 tlegrees 11 mwtes 24 s onds Wesl 11J.16 feet to a northem Ilne of thal 18.565 a e[mct
EescriEeG 'm Limiled Warranty �eed r eordeE as Ins4umenl Number 2012022552 'm Me Off¢e of lFe
Rerorder of Hamilton Cowly, Indianae lhence along lFe northern and eastern bounEaries of said
19.Sfi5 acre 4acl lFe following fen (10) mu ses:
1) Norfh B9 degrees 49 mnutes 26 s ondsrEast 9.82 feep
2) NortM1 00 degrees 11 minufes 31 seconds West 22.28 leet;
3) NortM1 89 Gegrees 48 miwfes 29 seconds Easf 1]4.99 feel;
4) NortM1 00 Gegrees 11 miwfes 31 s conds Wesf 10.00 feet;
5) North 69 degrees 48 minutes 29 seconds Easf 145.W feep
6) Norfh 00 degrees 11 minutes 31 seconEs West 10.00 feef:
]) North 89 degrees 45 minufes 29 seconds Easf 120.01 fee4
8) Soulh 00 degrees 11 minufes J1 seconds East �49J2 feep
9) Narth 88 degrees 32 m nutes 44 se ands Easf 89.31 (eet to fhe East Line of said West Half;
- 10) thence South 00 degrees 11 m nules 50 s onds West 400J6 /eet along said East Line to the
to the POINT OF BEGINNING, containing ].509 acres, more or less.
Surveyor's Report
1. In a cordanre wifF Tltle 965, Article 1, CFapter 12 of fFe Intliana Adminishafive Code ("Rule
17'), fFe following observations and opinlons a submitted regarding tFe vi cerfa'mCms in fFe
m�ac�o�s oi me i �es am o e:canr�snee m s: rvey o :wc or ��e.ca �i e: �� .ere�eooe
eocaco�� �o.a des«pioo: ood pia�:; � i�es or �apa�o�; ooe o ��c.oe��ee ey
anGom e enf ( Relafive PosiCional Acamry )c There may besu written righls
asso<ioled wlfh�these uncedainCies The dienl should assume there is an amount o! uncertainty
ong any line equal in magnitude ta lhe discrepanry in the lomtion of the Ilnes of possession /mm
the sur�eyed lines.
There m be dfferences a� deed tl mens ons v ured tl mens ons alon the bounda Ines
shown hereon and Ikewse, there may be found s rvey�morkers neaq but nat precsely at sa
boundary camers. In cas s where the magntude of these diferences are less than the Relatve
Postonol Accumcy statetlebelow antl less Mon Me uncertanty denC�etl �or Me re�erence
m entot on (tl scussetl below) Me tl fferences may be cans tleretl 'ns gn f cant antl are shown
onlyufor purposes of maMematical closure. Such differences Mat a e greater Man Me Relotive
Positional Accumcy and Ue uncertointy in reference monumentation should be consitleretl worthy of
�or��e am are merem.e i�rtne. d��so�::ed eeiow.
rn�s :�rvey ood �epo.i a.e ea:ee � pan �po� op�oos m.mee � e o�ea�« wm eo i�eaoa �a�a
s�rveyo�: .espo�s eiiy io 000a�oi a rvey �� oo�aa�oe w m 'iaw�o a p�e�eae�i (ess inc
1-12-11(5), Rules of the Indlana Stafe Board of Registration for LandrSurveyors). Since Indlana
has no stafufes aGEressing how fo resolve Eoundary lines, a soWPion Eased on principles derived
from common law precedent must be relled upon as the basis for a boundary resolution.
Unless otherwise noled or depided hereoq there is evidence of o wpation along the perimeter
iines of the subject fracL All survey monuments sefnor /ound lhis survey are flush wilh existing
grade unless otherwise noted.
me aeioc��e aos�ao�oi n���.a�y (a�e m.a aom e�.o s��� me s�.e e�ry ot m�s s�rvey �s wanm me
speciFlcations far o(n) Urflan Class Survey (0.0] feet plus SO�ppm) as tlefinetl In IAC 865.
RECORD DESCRIPTIONS
The subject tract (Inslmmenl j�201J005262) is bound on fhe wesf by the publlc �ight-of-way of
Illinois Sfreet as recorded in Instrument N2013003�52 in lhe 0(fice of the Remrder o( Homilton
Cowly, Indiana. The subject tracf Is baund on the north by the public right-of-way of Fidelily Way
as recorded In Inshument $2W500026462 and #2W50002]5889 In said recorders a/fice.
MONUMENTATION
A mag nail was founG al lhe Northwest Corner of the NorfFwesf Quarte� of Section 2, TownsFip 1J
NorfF Ran e 3 Easl er Hamillon Counf Surve ors Offine H.C.S.O. Corner RecorG fies. TFere Is m
9 P Y Y � �
ion li Ible uncertainf with fhe lomCion of fFls monument.
my opin' ne9 9 Y
A Harrison Monumenf was found af fhe Southwest Comer o( the SouMwest Ouarter of SecCion 35,
Township 18 North, Range 3 East per H.F5.0. Comer Rewrd ties. There Is m my opinion negllgible
unce�ainty wim me location of this manumenl.
Record ties w eretl at the west mrter section c of said Section 2 r H.G5.0. Comer
q or er pe
Record ties. There is my opinion OS foot ai uncertainty with the lacation of tNs comer since no
monument wos recoveretl.
There was no nument fauntl at Me SouMeast Comer o� lhe West Hal� of said quarter section of
soid Section 2 m
The point of commencement manumenl was oblltemletl due to arrenl constmction.
Monumenfs found at or near the parrel corners are depicted and nofeG hereon.
The subject boundary was plared per confrolling calls of the right-of-ways of Illinois Street and
Fidelily Way os conlrolled by the seclion corners fo lhe norlh.
OCCUPATION
A fi' lall chain link fenre along Ihe east sitle of tFe subjecl [mct runs qenemlly olang Me east line
of the subject tmct.
There is a arb cul lo allow acress lo Illinois Slreef across lhe wesl line of fFe subjecl lmct.
The norironcal and vercical lomCion data snown on tnis s rvey a e based upon a positional soWCion
derived from Global Positioning System (GPS) observaEons processed by National Geodetic Survey
NGS utilizin lheir Online PosiCionin User Senice OPUS software. The coordlnate volues shown
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are in lhe Indiana State Plone Coordinafe System (East Zone) re(erence fo lhe 1983 Norfh American
OaWm utillzing fhe Continuously Operating Reference Stations (CORS) adjuslment as determined by
NGS (NAD 83 (CORS 96)(EPOCH 2O10.0000) with a reported overa0 mot mean square (RMS) of
0.01] meters.
Unless otherwise noted, elevations shown herean o e based upon said OPUS solutian and a n Me
1988 Narth American Vertical Dafum (NAVD88). Thls orthometric elevation w s derivetl uCJizng the
asc �e e�c aeo�dai modei (ceo�dize). ic ��s mr ov���o� mac me ���e,�a��<r��� me eie�ara� ot <ne
pmject benchmark tloes not exceed 0.10 foot.
2. Ownership 'mPormation Intlicatetl hereon is as identifietl in Cowty or iownship recortls.
3. Nole - With regard to utility lines shown hereon, s informalion fmm plans and markings,
wne.e p.o��dea, w ome��ed w�m oeserved e�me��e or �nuce: m ae�eiop a or mose
wEergmuntl utiliCies. cHowever, lacking e wCion, the e act IomPion of undergr�o nd features c not
be a mtely, complefely and reliably depcteE. WFere aEdifional or more eem�iee informaCion is
requieQ the client is aEviseG fFat excavation may be necessary.
4. The wiMin plat and survey were prepa�ed withouf benefd of <urrenl eviEence o( sour<e of tiUe
for the subject tmd or adjoiners and are lhere(ore subjecf to any slatement o/ /acts revealed by
examination of such dacuments.
Certificate of Survey
ID the besf of my knawletlge and belief the within plat represenls a rvey made under my
supervision in cordance wiM Tltle 865, Article 1, Chapter 12 of Meslndiana Administmtive Cade.
The fleld work for this s rvey wos performed between Nugust 21st ond 24th, 2018. The tapogmphic
- tloto w s gaMeretl usingustantlartl mtliol surveying techniques wiM an Electmnic total station antl
tloto collector antl/or usng Globol Pos£onng (GPSJ Contwrs are plottetl basetl upon nterpolation
of spot elevatons shown hereon antl are occurale to generally wthn one M1al� contour'nterval.
=Q' N0. !�,�
A��na�y s. sye, _ : 2080D124 : _
Registered LantlsSurveyor �'20800124 3�'., sinh or : �
SePt. 1]. 2018 i�'�y �N�iANP.',\0��
a:eva; aeev�n,`�mo�v e. sve�s °j�iiiiiv��NinmAV ������o"`�:
RELEASED FOR CONSTRACTIDN nat � no e�ake e a ab1e a e�o eda t Qa � so ,a�
.eq�o-ee ey iaw. n�mo�y s. sye,s
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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THE PARCEL OESCRIBED AND SHOWN HEREM LIES WITHIN ZONE �X"
UNSHA�ED AS SAID PARCEL PLOTS ON MAP NIIMBER 1809CO208G
(OATED NOVEMBER 19, 2014) OF THE PLOOD INSURANCE RATE AfAPS
FOR THE CI1V OF CARMEL. HAMILTON COUNiV, INDIANA THE
ACCURACV OF THIS FLOOD HAZARD STATEMENT i5 SUBJECT TO MAP
SCALE UNCERTAINtt ANO TO ANY OTHER UNCERTAINTV M LOCATION
OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP.
BASE LOCAiE� t30 FEEf EASi OF iHE EA51 LWE OF iHE Sl1BJECi
rancr nNo tzao F[Er sourH aF rHE NoarH uNE or rHE
Sl1BJECT TRACT.
ELEV. = fi51.9B
nnninnuoi Nl1TFG
BENCHMARKS:
UNLESS OTHERWISE NOTED ELEVATIONS SHOWN HERWN ARE BASED
UPON AN OPUS SOLUTION AN� ARE ON THE 1988 NORTH AMERICAN
VERTICAL DATUM (NAVO88). IT IS MV OPINION THAT THE UNCERTAINIV
IN THE ELEVATION OF THE PROJECT BENCHMARK �OES NOT E%CEED
o.io FooT.
TBM 1: ARROW BOLT ON TOP OF FIRE HVDRNM LOCATED }5 FEEf
SOUTHWEST (PERPENDICUTAR) OF THE WEST BACK OF CURB OF
ILLIN015 STREEf ANO tt]5 FEEf NORTH OF THE SOUTH PROPERTV
LINE EXiEN�ED OF iHE SU9JEC? ?RACi.
ELEV. = 949.b9
iBMN2 ARROW BOLi ON iOP OF FIRE HV�RAM LOCAiE� f5
WEST OF THE WEST BACK OF CIIRB OF ILLINOIS STREEf AN� 2140
PEEf SOUTH OF THE CENTERLME OF FI�ELIiV WAV.
ELEV. = B5fi23
TBMN3: MARKER BO%`SET ON THE WEST^SI�E OP A`LIGHT POLErr
UTILITV^NOTEn r rr rncr nr ur r c1 i nir n,ur awir
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FlELD SURVEY WPORMATION AND EXISTING DRAWINGS. THE SURVEVOR
MAKES NO GUARAMEES THAT THE UNDERGROUNO UTILITIES COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR
ABANDONED. THE SURVEYOR PURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE E%ACT LOCATION
INDICATED ALTHOUGH THE SUMEYOR DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELV AS POSSIBLE FROM INFORMATION
AVAIlA9LE. iHE SURVEYOR HAS NOi PHYSICALLY LOCAiE� iHE
UN�ERGROl1ND UiILIilES. IN�IANA B11 ONE-CALL PUBLIC UiILIiV
LOCAiE SERVICE iICKEf NUMBERS 180814099], 1808140904 AN�
190814�09 WERE ISSUE� FOR THIS SRE.
PRIOR TO ANV EXCAVATION FOR UN�ERGR�l1N0 11TILITIES.
COMRACTOR SHALL EXPOSE AN� VERIGY LOCATIONS (HORIZONTAL
AND VERTICAL) OF ALL E%ISTING OTILITIES INCW�ING BOT NOT
LIMITEDqTO GA9.pWATERI,ANDTSANRARV SEWER_^ ANY CONFLICTS
LEGEND:
E%ISTING PROPERiY LME
E%ISTING ADJACENT PROPERiY LWE
� � - E%ISTING SECTION LWE
E%ISTING EASEMENT
E%ISTING IN�EX COMOUR
E%ISTING IMERMEDIATE CONTOUR
0 0 o EXISTING CHAMLINK FENCE LWE
W EXISTING WATER LWE
t EXISTING UNDERGROUND TELEPHONE
FO EXISTING FlBER OPTIC LME
UG-E EXISIING UN�ERGROUN� ELECiRIC
OH-W EXISiING OVERHEA� LWES
SAN EXISTING SANITARV SEWER LME
'": EXISTING COMBO SEWER LWE
ST EXISTING STORM SEWER LWE
G EXISTING GAS LINE
��j EXISiING iREE LME
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�RAINAGE MANHOLE
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PARKING SPACE COUN1
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(M) (P) (D) (C) MEASURED, PIAT, DEED, CALCUUTE�
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LWE TABLE
LWE # DIRECTION LENGTH
L1 5 B51J'1fi" W 393J'
L2 5 89'S1'30" E 9.87
L3 N 00'08'33" E 2228'
L4 N 00'OB'33" E 10.00'
LS N 00'OB'33" E 10.00'
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CURVE TABLE
CURVE RADIUS DELTA LENGTH CHL CHB
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Ct 585.00' 33'1539" 339.60' 334.85' N 23'4]'30' W
C2 ]15.00' 40'34'00" W6.24' 495J3' N 20'OB'19' W
NORTH
SCALE W PEET
0 60 120
�����•�8�� heforeyouaig.
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ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Mendian Street
Carmel,IN 46032
317-705-5050
Architect/ Landscape Architect
RATIO ......... ......... ......... .........
101 South PennsyNania Street
Indianapolis, Indiana 46204
317-633-4040
Structural Engineer
CE Solutions
10 ShoShone Dr.
Carmel, IN 46032
317324 6024
Mechamcal / Eledncal Engineer
Heapy Engineering
3850 Priority Way 5. Dr #204
Indianapolis, IN 46240
317-571-8795
Civil Engmeer
Civil and Environmental Consultants, Inc.
530 E Ohio Street G
Indianapolis, IN 46204
317-655-7777
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� KEY PLAN
SEAL � DATE 07/12/19
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SHEETISSUE
1 �EMOLITION 8 MA55 GRAOING PLANS 07'72119
� RAT I O
PROJECT NO. 02000.000
SHEET TITLE
BOUNDARY
RETRACEMENT
SURVEY
SHEETNUMBER
SV-1