HomeMy WebLinkAboutPacket Land Title Survey
obtained fr~n
Schneider Engineering Corporation
Dated: 05/23/97, Project t~1523.001
1. In accordance with TiUE 86~. Article 1.
Chapter 12 of the Indidno Adrnini~trative Code
('Ruts 12'). the fc~towing oblm'~tions and
opinions are submitted regarding the various
uncertainties In the la~3tion, of the line~ and
corne~ establi~md thi~ survey as o result of
uncertaintlel in reference manumentotion; in
record d~=odptions and I~oLs; in lines of
occupation; and os introduced by random error.
in measurement ('Thecretical Uncertainty'). There
may be unmdtten rights as~)cioted with these
uncertainties. The cJient should assume there is
'an amount of uncertainty along any line equal in
magnitude to the discrepancy in the location of
the lines of poesesaion from the survey~l Iine~.
Alt survey monuments set or found this survey
are t~u~h ~ith ex, ting grade unlee~ otherwise
nofecL
The Thear~ Uncertainty (clue to random errors
in measurlment) of the coeners of the subject
tract e~tablished thi~ survey i, within the
~<mciflcotions foe a CIo~s C Survey (0.50 feet) os
defined in IAC 865.
Ther~ is in my opinion, uncertainty associated with
the various reference monuments found (mO u~ed
to determine the lines and co, em of the ~thin
The basis of bearing~ for the within su4'vt¥ wa,
assumed at South 90 degrees 00 minutel O0
·econd$ £a~t between the ncrthweet and
northeast camm~ of the northwest quarter.
A PK na~ mm found at the northwe, t corner of
the sub. jest ~ecUan. A brcme plug wo~ found at
the ncrthe<mt comer of the norfl~welt quarter
(narthem~ comer of Ashmore Trace).
A distance of 2629.80 feet wa. measured
between said corners thi~ survey. The plat
distaoce between said corner, is calculated at
2629.46 f~et when the length of the north line of
kshmore Trace is doubled. A btm p~ug was
found 0.2 feet north and 0.3 feet east of the
calculated split batsmen said northstar and
northwest corners. For the purposes of the within
survey the calculated 'split was used to determine
the east tine of the subject tract-
This determination does not create o deed overlap A 'MEIer- capped rebar ~ found at the
or gap ~ the can~otling c~tl$ in both the !~bject
tract Md the plat for Ashmore Trace call to the
~ome quarter-quarter tine.
A concrete monument was found at the ioutheast
coma' of said qucrtar-cluarter (southwest comer
of A=hmare Trace per plat thereof). The platted
bearing along this line (west line of Ashmore
Trace \ east line of the subject tract) differs
fi-om the bearing determined this survey by 1
minute 20 ~ecands. The boundary survey
performed by We,he Engineering. Inc. (dated
6/28,/95. Job #88- 1051) in conjunction with and
~ to the platting of Spring Creek and Ashmore
Trace ~ho~s thi~ quarter--quarter comer to be
the inter, action of lines connecting opposite
quarter-quarter corners, but the survey dc~s not
detoa the east or south quartos comer~ other
than to ~ltow them as being splits of their
re~ectlve quarter lines. The geometry end quarter
~ection breakdown along the north and west lines
of the quarter, os depicted upon said boundary
~,~vey and the abo~e mentioned plal~, matches
within acceptable tolerances with whet has been
msa~'ed thi~ surly.
The west line of the subject tract ~a$ determined
by a PK na~ found at the southwest comer of
the subject quarter. A PK nail wa~ ol~o found in
agreement ~th the split of the quarter-quarter
line at the south west comer of said
quarter-quarter (al~o being the southwest comer
of the subject tract). The meaaured bearing
along the ~t line 'of the quarter differs by 14.
sec~ of' the plotted bearing for thtl some line
pm' the plat for Spring Creek Section One. The
dt~tcmce measured between said quarter-quoete~
I~is surve~ ~ compared to said plat. was
, negligible. .
The ~ou~ line of the subject quarter was
determined by the aforementioned concrete
monument found and the PK nail at said
southwest corner of the quarter-quarter. A
bearing that differs fi-om the plot of said Spring
Creek by 09 seconds was measured ..this survey.
The north line of the. subject tract was
established per deed being; "200 feet of even
width off the entire south end of the north half
of the northwest q~orter of the northwest quarter.
Said north line wee established by aliquot
proration of-the corners of the'~Jbject, quarter as
located this survey.
northeast corner of the subject tract. 'on line'
with the east line of the sub'_/ect tract as
determined this survey. A 3/'4 inch metal pin
~ found 1.t feet north and 0.5 feet e~st of
said 'Miller' r~x~.
A form type fence was found along the north line
of the subject tract ~as found to be fi-em 1.1
feet north to 2 feet south of ~old tine..
A Pt( nail w<]s found at the northwest corner of
the subject tracL A 'Miller' capped rel>ar was
found 40 f~et east of said northwest corner.
The north odjoiner~ deed of record calls to o
point 200 feet north of the a~x~th line of said
north half, therefore there are no apparent deed
overlaps or gaps with said north od joiner.
There are overhead ut~ities os depicted hereon
near the east llrm of the subject tracL
A PK Nail a~ mentioned prevfouS was found at
the southeast ¢~rner of the ~bje~t tract (also
being the ~outhwe~t. corner of ~ north half).
The aouth line of the subject tra~t
determined by aliquot subdivision of the subject
quarter- quarte~..
A farm t~l)e fanes (poor COndition and +/- 20
~ ..~!.d) alg~g the,,-$outh linc'of the subject
ts~l~t"i~ ul~ to 2.3 feet north of ~ lin~ .
A 5/'8 inch rebar eith cap marked 'Schneider
Engineering Ceq~. F1RM ilO001' wes set previously
at the Southeo~ corner of the subject troc~
(reference ~ ~y a! the south ad~oinar,
Instrument j119719582).
La~claccqNng olo~g the saat tine of the subjm:, t
tract (MmmUy .Hmt~ h .~iot~ with t~e
pairs a,d f~ r~n~ ~a~i~g o~g said
I~ C~s~ct~"~ng. this line (~c~tion for
r~ ~-~d.,~, ut,lites) may ha~ exiend~
w~t.of ~e lin~ hoW~ no e~d~ of ~y
...
~e ~f~ce In b~ngs and distance, not~
this ~, h c~p~ia~ to t~ af~~tioned
· pla~ ~e ~ my ~ini~ ~e to ~rors ~ rand~
.. m~~t. ~e monu~ found ~d u~
m~~t~ '
2. All of the within described tract of land lies
~dthin that Special Rood Hazard Zone C os said
tract plots by scale on Community Panel Number
180081 0004 C of the Flood Insurance .Rate Map~
for the City of Carmel, Indiana (mckos dated May,
19. 19~$ revised).
5. O~nership information indicated hereon is os
identified in County or To,re=hip recc~ds or on
Utte work provided by others.
4. The within plat and survey were prepared
without benefit of current evidence of source of
title for the subject tract or od joiners and ore
therefore subject to (my statement of facts
revealed by examination of such documents.
Subject Tract
wan'an ty Deed
Instrument jl870056 3
Two Hundred Feet (200') of even width off the
entire South end of the following descried real
estate. The North Half of the Northwest
Quarter of the Northwest Quarter of Section
Twenty-Tea (22), Tmmahip Eighteen (18) North,
Range' 6%ur, (4) £~st in Hamilton County, Indiana.
Location and ZonTng Map
Oily <~f ~el Departrn~.nt of Cm~munlt. y Servlr. es
Hazel Dell Chd~an Church Education t~'ncj Adcr~im
14501 Hazel Del Parkway
ADL$ Amendment
March 4, 2CD4.
ii i i i [i iii i ii
ill,~i i iiiii i i
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$oils Map
Cl~y af ~arrnel Del~rtm~.nt of C~munlLy Sen4ces
Hazel Dell l~d~ian Church Educal~ian ~ncj Adcrr~im
145131 Hazel Del Parkway
ADLS Ammdment
Merch 4,
SALEM DR S
ZONE X
County
Areas
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itl i i i i
irt [I I [ I II[I II II
I II ,,,
I
II I I II II I IIII
ZONE X
Kirkendall
Creek
City of Carmel
(Extraterritorial Jurisdiction)
180081
Project Site
CREEKBEND
,,,
i, ,
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86* 03' 45"
APPROXIMATE SCALE
500 0 500 FEET
NATIONAL FLOOB INSURANCE PROGIL4al
FIRM
FLOOD INSURANCE I~T[ NAP
HAMILTON CO~,
INDIANA
PANEL 22/OF 290
(SEE MAP tNDF.~ FOR P~qEL$ NOT PRINTED}
RIPPLING BROOK
WAY
RM
~L II I I . I I lEI II J I _ ---- I
ZONE
FIRM Map
City of Carmel 1~133rtment of C~munity Services
Hazel Dell ~fi~ian ~urch Edumtim Wh9 Addltim
14301 Hazel Del Parkway
ADLS Ammdment
March 4, ~
HAP NUHBER
188~/C02211~
EFFECtiVE 0ATE:
FEBRUARY 19, 2003
This is an officiat copy of · portion of'the above re{erencecl flood map. a
extractecl using F-MIT On-tJne. This map does not relle~t changes
amenclment$ wi31ch may have been mede sul~equent to the date on the
ftle block. For the latest IXOduct ink3rmat~on about National Flood insurance
Program ~1oo=i maps check the FEMA Flood Map Store at www. mso.fema.gov
DESCRIPTION
i ii i i ii
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East Elevation - Unit B
Existing
EAST ELEVATION
North Elevation - Addition
North Elevation - Unit B
Existing
Entry Elevation - Unit
Hazel
Dell
Church