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ALTA / ACSM LAND TITLE SURVEY
LAND DESCRIPTION
Port of the Northwwrt Quarter of the Soothe...( Quarter of Section 26. Township 16
Net , Range 3 at In HamlBon County, Indiana more pttetl
artf-Wed, deelas IO,Iowa
TMbow descriptionf la pear eta, Ee tensor of PreA,
Excited pi B and Parcel C
ombinM, which thrte Parcels are lereinafter deectlen!
PARCEL A
park "
North. Range 3WEast lin Headline C unty, I a er, on... Particulalrly described hasp folllloi..
Together with the folili for,aclyvi. Eaeemeat /1 &wdbed ne follows
Itl
a
Comma¢irg at On .nthwwl came el low( Quarter 0uader Seclin; thence along the
of B lieu Mernot North W degraw 10 minutes W ..ad. Wast 659.98 feet to the Point
I i-.1 9; unnce NMI61 wIin the south line of -M Order Quarter Noah 66 degrees
45 m(nulw 17 wcmda East 359.39 Iwl Ounw South 19 degrees a0 minutes OR located.
West 63.49 left dhenuf South 71 degraee W minutes W seconds East 50.03 feel; thence
North 19 degrees DO mined. 0o .....d. East 161.67 feat, thence pba llal with the south
st
b pointdQuienter on the IOW ria ter line; thence along BOM east line Souluth SS degree. 45 hotel 17 e 00 degreed. West s 90 minute.
07 second. East )5.01 fast to Be Point of Beginning.
SMject'to the following Easement 12 absorbed as (aroma:
CAmmeackg at the eauthwest' cartcounter of lowcounter
er Warder Section; thence along the
asst Noe thveal Nath W degrees 10 minutes 07 Noei West 659.99 fork; then -
p .IW with the swath NO. of said Quarter Quarter North 60 degree. 45 minutes 17
acaMa Eat 359.39 lest Uanecga South 19 do
afts,, Op minWl. Da .Came Wen 53.49
Fast Wginning; Uses. Scri 7?
9626rth la Epreeva0SoPoint of uth 119 000 oro O mWfutrate %rid. Quinni ByDNorth sh Cegre esacanda 100
ralustarly DO can& fast; thence36.50 fast thence Northt 119 1.56 do,.. 00 mMutwrtW aacmtls End 73.50 fa71 drees ED look.. st to the Point 1
of Beginning..
PARCEL 6
PON of the Northwest Wolter of me Southeast Quarter of Statin 26. Township 16
North, Renge 3 En in Howdom County, iodine, owns partwuisly debcdbm as toll...
Commdnlrq at Bio/ southwest carer of said Qdi Warier Sectionthence along the
west Bre Unnoof North W dagnes 10 minutas W second. will Slight fed Is The Point
DO dYegn Quarter
to a saw Yon
Emrsr Quarte,
Subject to the following non-asnuale, Ef ement 11 described as tallows
Commencing art the southwest comer of said Qmrter Quarter Section: IM1ence along the
w n Ilne Ire'-' Nash 00 tle9re.. 10 minutes 0] aecantlB Wen 059.91 (cel to the Point
of Be inning thence parallel with Ire saulh Ilne of aid Quarter Waller North BB degrees
We min lee D secunda East 359.39 feet; thence Soudh 19 tlegneea Op minuka DO .-and.
West 63.49 feat; in he.
South 71 dogmas 00 minulw 00 aero Oa East 50.00 feel: thence
North 19 degree, W minutes Dov nds Eaet 161.0] (eel; (brace Parollel will( dM1e noulh
line of BOW Quarter Wolter South !B degrees 45 minutes 17 second. West [in the
(eel
to oupuWrit on IM aid eat Gne; thence Iona9 amid .,at foe South ao It
10 miat
o] c nds East 75.01 (..1 to the Paint of 9.glnNnq.
Together with the licensing EOB.Bnt 12 deathbed as folios.:
Commenting an the anutheed comer or old Quarter Deed-' Section; thence along the
west fine therasi North o0 degrees 10 minutes 07 ascan. Weal 659.99 fee4 thence
pvmllsl with the south Ills of .Id ChanderChanderWaiter North BB degrees 45 minutes 17
p
cords East 359.39 BBfe.aact; thence South 19 de ro eg Do minutes W .wands Weal 6149
fast to the 96.26 fad; thiont Of e. Saulhlnl9 d0egl0hOn"Do minut�a d0arcoasec�a Weat BS OSaieetdih nese
ca 00
minedes Noah lOf DO Beco es East feet.
1.56 fast; thenceest 59.76 North JI last;
00 minulep Dices Diode
West 36.50 feet; thence North 19 degrees 00 minutes Do Include East 73.50 feel la the
Point of Beginning.
PARCEL C
POO
North fthe Rn9 east lin Hamiltrteron County. Southeast the Indiana. fear. partmulartY descdbedafter 0 Section 26 aacI fall...
Ba9MMn9 al Ihv aouthwml enof cold Won., Quarter Section; thence acana the weal
.ocised,
Section
the sou
SURVEYOR'S CERTIFICATE
The undersigned, beim Registered Land Surveyor of the Slate of Indiana, Register No.
SOOB3, doe. Josh' rtill in Mono' Hmlthcare Coq., a deloware Cierra otfie,
Beverly Enlerpdees-Indiana, Inc., a California Corporation and Commonwealth Land
Title Insurance Company, as follows:
I. This plot and the survey an which it is toned .ere made in mcerd... B with the
Minimum Standard Odell Requirements for ATA/ACSM Lam Thin Surveys'
InOy eslabIfished and ad by the ATA and MSM in 1992, Including Ilam
a. 1, 2. 3, 4, 6, 7(. b). (e), B, 1, 11, it, 13 and 14 of Table A (Optional
et
Suy Responsibilities and Speecu
eifienlicusi and meets the o racy requirement.
M an Urban So.,, we defined Ill
2. That measurements awn momo
made and to. ray atm c
in accordance with the
sur
say mapped a e` and/., description and that the ratio al closure for the Raw
aurvey does not exceed 1/1500,.
3. Thea plat comedy Moes the 'Cation of an buildings, atrucluna and other in, mve-
ment.. if any, thorned as the Planed, an... herein.
4. Except as ahawn heron, then reo vl.ible easements of right of way of which
the undersigned has been odvbetl n
5. Thea aren o pally walla ar enara..benefits upon adjises, oining premstreets o
Ileya. r
6. 1 Wither certify that the subject pmwrty flute o deficded public stns( or dont
of way providing means (o, pass to ln. property.
SURVEYOR'S REPORT
In accortlance with All. 865. Miele LI Chapter 12. Section 1 through 34 01 the More
Adminialmtive, End the following observations and opinions ore
submitted
result regordm9ey ax the
u
certalmiea in iM locations of the lines and corners eIt.Eranked on Ins urv,
o
Vor n lM1le refer enb;
aDia-Ininecks a ortl o cxmcul' ns and, Plot.:
Inconsistencies inrinex I occupation and;
d Random errors m measurement (then icn uncertainly);
The theoretical uncertainly (due to random ermn In measurement) of the corners of the
object Iraq u
established by this s rvey is within IM1e specifications for a Close C. Survey
(0.50) feel as defindefiniteIn IAc 865.
Thisa retracement survey of 3 tracts of al astute scribed in Instrument
/8724249. mde
The Southeast Quarter of Section 26 as surveyed, very nearly (0.2 more or less)
matclles thea udarterPlu` tin survey recorded in Plot Book 10. Page 146. me court.,
o , in
Book 10. Page 146 1, ire bas .1 Doe a are do-iltiom used
for ththisso ey. The bearings and distances in the record description loslmmenl
#82-27249) weft honored for thin Bonney.
M aft -weak uncertainly of 1.11'2
' more or leas, to 0' more or less words along boundary
Iina of563-564.
A noM1h-south unnrlainly, of 0.4 feel, more or leas. e.ials between Point 1555 and 55]
due to an existing fence.
Be ...I -weal u certainly of 0.3' more or leas, exists between Point 1557 and 559 due
to an existing lance line.
East -weal uncertainties, 3.2 feet, more
r lose. 6.7 feel, m r leas and 3.9 feet.
Of less, exist between Point /554 and 563 due to overlaps with various odjineri
more
ass.
Two east adjoiners (Dead Record 211. Page 71 end Deed Retard 175. Page 321) may
ovedaP
'or'goo with baselm, fine 563 -SM mea. descriptions a a wUNen from me
Hertadma 1 U.S. Highway 131 and . platted farm m. atlas, rm! . dnof US
hon Highway M31. ,'Ran m ... al 20 real, more to I.e., Bous with mese pmol..
Dimensions fromdp inhg properties indicate U.5. Wehwoy /'31 m torn rify Jocund
Ron, be 34 feet, more
e leaf, east of
0 previous [ nledine lomlice.M Overlay could
..let with these fee imcb.
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