HomeMy WebLinkAboutLittle Farms Subdivision Plat_2004 la r-._- 9 6 I 7 6 --_ ] a 3 2 _-_- i
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NW Cor. NW/4 NE Cor. NW 4
` Sec. 1 2-117N-R3E / Trustee's Quitclaim Deed as conveyed to Palmer W.and Martha J.Lmiger per Instrument No.2001-81784.
Pk Noll Found 589'S6'40"E (Assumed Bearing) - 2668.98' Sec. 12-T17N-R3E _
North Line NW/4 Sec. 12-T17N-R3E Rebar Found W
/ Lots Numbered four(4)and Eve(5)in Little Farms Addition to the Town of Home Place and addition in I lamilton County,Indiana.as per plat -
�C/L 106th Street thereof,recorded in Deed Record 50 in the Office of the Recorder of Hamilton Indiana. «0 `
_ N89']6VOb-880.73'(M)/West e82`(P) 109,page County. W i=g{
..�,� 1557.25' ' P_ __ - - ___ 70.4IPS IPse IP a w0=f c�
^ 01.06'(Y) 91.86'(M) 91.86'(M) •e5:86'(M)• •9*A8'(o( 9{.86'(M) 94 86'(M) 94.86'(M) 94.86'( 51 Subject to and in favor of the rights-of-way for East 1066 Street being adjacent to the north and Combs Street being adjacent to the west as S LL:
` / )I I - 92'(P) 92'(P) 92'(P) _86;(P), 9]'(P) 9]'(P) B]'(P) 9]'(P) B]'(P) I - P§ <t
\\-v/ P.0.8. •n shown hereon. _
Little Farms Addition to the Too I I IC Town of Home Place _ ,- o 4'o V v E F.T. a - a. . . . F. E. E " IV I Subject to all other casement,right-of--way.etcetera. 1'1 z o^J w
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S3 V _,p 3 v a ---0'' This survey was performed under the direction of the undersigned and to the best of this surveyors knowledge and belief was executed W z
Ne'J]6'alr-zao.o'(M)¢¢ 1 2 • 3 4 5 7 - 8 9 ,� 2 according to the survey requirements as contained in the Indiana Administrative Code(IAC),Title 865,Rule 12 therein. E'
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West NO'(P) �X_I H ry R' k „ ry ry E. 6' Ti 2/•��■ O
(�� 120'(M)/(P) 120'(M)/(P) .. R Dated this 13'day of October,2004. ,R/- ,u
Suive)ed iroct m
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LOG 4 8:S a nN+srx tvgncr i /'/Q, A/ Z/ r o
Palmer k Ma I eye6,(M), 9s PROPER,
(M,1 vNr L Mark Joseph Duffyeg.I.S di #2980001'M > •
-,par Instr.21701-81 ipr P) /IPF95'(P) IPF_- �- ,I �� y
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" Im GENERAL NOTES: W W r66 y n 1;5N _ yWo1.)The described real estate does not lie within s Spatial Flood Hazard"Lone as plotted by scale on the Flood Emergency Management6'ta `'
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20 5' 7 9 r.c 14N I ,�, o Agency,National Hood Insurance Program,FIRM Flood Insurance Rate Map Community-Panel Number 18057CO209F,dated February 19, a
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• � .IPF ''-4 �IPfI 3 g �� Si c 2003. I <o Z
S. 18 1 7 s 16 SIP 5a -I ' I-gg i 32 L 12 ? 1 1 •3 10;i' $th o, 2.)Per information supplied by the Surveyor's Office,Hamilton County,Indiana no legal(regulated)drains directly affect the surveyed real im ,W W
✓ w a 8 ga ; n N n, C I" . estate.Although an assessment may be in effect for the Home Place Legal Drain. W .n
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It 4S N 3.)This survey was performed without the benefit of a current land title insurance commitment that may have disclosed information that affects
r ;.1 iE 15S ` I m; the surveyed tract.
- M_ 15 FT.0A'ER UNE EASEMENT,PER INST 9358355 I- ad\ -
�( i}: 91.86'(M) 91.86'(M) 91.86'((Y) tl1 tl6'M]�/9a B{.96'M_ 9{.88'(M�)__9{.86'(Y _ 9a.a6'M)J 'n
- l ' / up I 120'(M)/(P) 120'(M)/(P) 92'(P) I 92'(P) 92'(P) - 86'P 'J, 5P) (� () () IX
'0 4.)Possession lines referenced at monumented corners only.Possession lines may vary between said corners.Such as meandering fence and _
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_30 (_) p B�'P) 95'P 9S'P 45' __�F�- N g tree or shrub lines. o' r>i
N " B 105th R B I F IPl street R I 7
I ti f03.07'u 103.07'u 103.01'(M f0s.07'Y) 103.07'Y --_- ._--.. N80.56'{0'W-tattoo'(Y) a1 (E i g E3�, K_
1 a. N -. () �) > ( () 7. 112.OY(M) 1+2.0T M) 112;:(%) 11140Y(M) 112071u) west 198' P _ 0 ;�o 5.)As used in this survey,
rn N 1os.2'(v) los.z'O +03.2'(P) 107.2'(P) )OS.2'(P) nx.z'(P) 1 u.z'(P) 1 tz.z'(P) 2'(P) 1 ti.Y(P) is (> certify means to state or declare a professional opinion of conditions regarding those facts or findings,that are the g E s R i N 9
o a I + 30' 1e3'(M)/(P) m N subject of the certification and does not constitute a warranty or guarantee,either expressed or implied.
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Nn i ^ 'n o 6.)No warranty,either express or implied,is made as to the accuracy or completeness of information provided by governmental authorities and
'ao - �'' "S ', '5 -, � � "S ' 8 for third parties,or as to ifs fitness for any particular purpose or use,including but not limited to information presented on underground
0 c 9 s s s $ 1 d 5' S .a 43 $ utilities,flood hazard zones,floodway zones,wetlands,recording information,zoning,and regulated drains.In no event will Weihe Engineers, o
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21 22 $ inc.,ifs employees,agents,and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. ,
B 23 B 24 A 25 A A 26 A 27 A 28 B 29 a, 30 -...
3 I „Wi SURVEYOR'S REPORT
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4 Z Client:Century 21 Scheetz -
5i Job Number:W04-0742
_ N- Job
Type of Survey:Retracement"Staked"Survey
-- -- 3 ?s N Class of Survey:Class C Survey(865 IAC 1-12-7)
'g $ Field Work Completed:October 7,2004
E 8 I Location of Survey:Lots 4&5 in Little Farms Addition to Home Place n
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8 = di n Common Address:1201 East 106a Street,Carmel,Indiana. F -
.. _ 183'(M)/(P) •t c S
a' ` v ` ' a- CREATION O/SURVEY P
40 $ 39 8 38 y 37 ? 36 ' 3 35 3 34 3 33 3 32 ' 31 45 -e# c The perimeter of the surveyed tract was reestablished based upon prior points set in circa 1996 for the south adjoining property.The overall p+15EP ""'
n 9 9 9 H 9 ? ''" addition was surveyed in circa 1996 per WET Job 96-I 145 dated 10-10-1996.A closed traverse was made of the Northwest Quarter of Section :::„.4.0.4..,6.,,D.la.uifek,):.1..6_.0..,..:::`d�j0HOo,s.
�' m (2,T17N-R3E in Cla Townshi of Hamilton Court Indiana.The section corner monument end comers were found in the field or 'T_a mm a m Tw Y P tY. .r`:o reestablished per information and knowledge of Weihe Engineers Surveyors in this area.The reestablishment of the lot lines within said x . ''A v e
w _ S2904;+addition was based upon a split of said quarter section to determine the south line of the north half of said quarter which is the south line of -30' m3(M)/(P) Little Farms Addition per(D-R.109,pg.50).Proration of the plat in relation to measured dimensions of said half quarter section is as shown - s' o103.07(M) 103.OT(M) 103.07'(M) 103.07.(M) 103.07•(M) 1112.2(11) 112.0Y(M) 112.07'(M) 112.2((P)) i1x.0Y(M) ��``:�103.Y(P) IOS.2'(P) I 103.Y(P) 103.2'(P) 103.2'(P) 112.2'(P) 1122'(P) 1122'(P) I122'(D) I12.Y(P) o^ v hereon.East and West dimension varied slightly as shown. „G"�
,51 104th R sliest R '1/nln,�+
_--_ 30•--- _- 44
8 46 I In accordance with Tide 865,Article 1,Chapter 12 of the Indiana Administrative Code(IAC),the following observations and opinions are
I 3- qw I submitted regarding the uncertainty in the position of the lines and corners established and/or reestablished on this survey as a result of: Oear i' us
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SW Cor. N/2 NW/4 Se 41 0+ - I et
Sec. 72-T17N-R3E E$ 2E rum 42 gm 30• le3'(M)/(P) SE Cor N/2 NW/4 I)Av lability and condition of reference monuments;
- - - ----- - - ---- - - - - - - - -- -- - -- --- - - - Sec. 12-T17N-R3E 2)Clarity and/or ambiguity of the record description(s)used and/or the adjoiners descriptions; Tl
089.59'20-E-1318.70'(M)/East 1320'(P) 3)Occupation or possession lines. l
N89'59'20"E - 2670.93' 4)Measurements(Theoretical Uncertainty) -I-.] 01
1- South Line N/2 NW/4 Sec. 12-T17N-R3E a1
�M o I Note:There may be unwritten rights associated with these uncertainties. cs .
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rNi I I.)Attention is called to the fact that in many locations,the original section corners have not been perpetuated or have been lost.In these Q
I, instances,die only evidence available to indicate the true positions of original corners is existing topographical features and current
(I monuments.Lacking the aforementioned evidence,a surveyor may resort to proportional measurement to reestablish section cornersCorners. C......) a
Section g
- - -- -- - - ----- -- - - - - - - ---- -- corners that are not original are usually classified as Title
r�Since undiscovered information may affect the true position of a title corner, ` 1
SE Cor NW/4 the uncertainty in a title corner is unknown. C' F
SW Cor. NW/4 S89'S5'21"W - 2672.88' Sec. 12-T77N-R3E N -
Sec. 12-T17N-R3E South Line NW/4 Sec. 12-T17N-R3E n „
SITE DETAIL Position of corner cane. 2.)Record descriptions for the adjoining real estate were obtained from the Hamilton County Recorders Office and mathematically retraced in 2
PK Nall Found m ii
from adjoining surveys. an effort to disclose possible gaps and/or overlaps between the lines of the surveyed real estate and those of the adjoiner's.Other than the East-os n strati ---1 West dimensional shortage in reference to the plat and measured distances as shown hereon there is no uncertainty in the lines of the surveyed P2
/ --------- real estate due to discrepancies in the record descriptions of the surveyed real estate with those of the adjoiner's. •e .''
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N LEGEND . . . 3.)Al the time the survey was completed,there was no physical evidence of possession along the perimeter of the surveyed tract such as fence
�y5,IPF - 1" Diameter Iron Pipe Found do 5444y Ai.,4.En N lines. `
AN' fib,I' M) - Calculated Measure (/ --1- 44 s
(P) - as par Plat Dimension ; , 4.)The Theoretical Uncertaintyof the corners of the tract,established this survey,is within the specifications for a Class C Survey +/- _
W Esubjectey, D
�4 ., R/W - Right-o(-way +. 4 0.50 foot)as defined in 865 IAC 1-12-8,effective January 19,2001.(Theoretical Uncertainty of a measurement is the radius of a circle which o
.'. R/R - Railroad 0
STC - Secondary Overhead Electric,Telephone & Cable T.V. • circumscribes an area containing the probable true location of a specified point as determined by the precision of the instruments and
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c T - 0verheod Telephone 24 5_.I-.. procedures employed in the performance of a survey). C...)
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IPS - 5/8" Dia. Rebar with Cop worked `WEIHE ENG L5 0012"Set . . . . �.J O ,, rya
PWP - Utility Pole Fr
As a result of the above observations,it is my opinion that the uncertainties in the locations of the lines and corners established on this 1
GRAPHIC SCALE 5 survey are as follows: o rn
i I Note: All North/South property lines are parallel with L. 7°�" at •J .6
0 50 100 200 the East line of the Northwest 0uorter section. r7 L_-. g
37 0` I)Due to Variances in reference monuments:Concerning Record/Title Corners.See above
SCALE: 1 = 100' All East/West property lines ore parallel with the ( O
,INorth fine of the Northwest Quarter section. 2)Due to Discrepancies in the record descriptions:None 8
3)Due to Inconsistencies in lines of occupation:Concerning physical evidence.None o X s
4)Due to Measurements(Theoretical Uncertainty)See aboveri. ci re -Ie
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