HomeMy WebLinkAbout12090016.510
11
9 l 8 6 5 4 3 2 1
NW CORNER NW 1/4
SEC. 20 -T18N -R4E
HARRISON MONUMENT FOUND
PER HAMILTON COUNTY SURVEYOR TIES
IM
S
SCALE: 1 " =20'
0 10 20 40
k
e
X
i
I ,
12" RCP
I . = 843.63
06
X
h
oko�
of0
0
�Iw
ZGo
�
H N A
I
Z N X $
w w
3 cn
1
�I1
N 90'00'00" E
NORTH LINE, NW 1/4
SEC. 20 -T18N -R4E
BEEHIVE INLET
T C846.29
5" INV.(E)= 842.32
12" INV. S = 842.26
12" INV.(SW)= 847.28
e
8" INV.(NW)= 8#2:39
n dia.
J oko� �ko� Q�,_3" 1 -_ P
TORM MH
- - e__ 1 S � - -- � � 1. ,� � T /C- 847.76
64> � 21 " INV. SE)= 841.62
eb�o5. i X5 b600 864 CURB INLET o �� 84 x CURB INLET LANDSAREA21" INV. W)= 841.62
_ 84 18C INa (E)78 842.20 T C= 847.70 LANDSCAPE _- 21" INV. E)= 842.00 3" dia AREA 15" INV.(W)= 842.21 18" INV.�W)= 842.00 di - \ X ' 2" dia.
X 1 ok1 CONCRETE PARKING --,\ 847.9 S
846.7
RIPRAP X ob o CONCRETE PARKINQ k e
84 >., obi 0 8
4" dia. b e 347.3 _ $ko 4 \\ 0kh� STORM MH
0 k 55 i 3° dia. T /C= 845.67
e4 -° g46 .z �x 21 INV. SE)= 841.33
2' dia.
e2 koti k0� ebo� �t� ob.� �k, ob1. �b1. 2" dia. ko� V� 21" INV.�NW)= 841.38
e
3 dia. x � X - - - i 0 2 dia. \
/ \\
i
0 5 1 o i*� a`o 34 h,. b1. ke. 3' dia b0� b12 \\
� `9 •}2r' 46 � lb-
4T 0 2.. dia. \\
O _ 1 ,�, d >
0ko b1. L a� 8R� ��846.8 8421 - �h,� 847.6 88 ) 8476 X�k AA S
- - 1
�v� 847.1 v 84 3" dia k h6 \ fig.
00 0 847.5 + v n '� 846. �a� 0b1� 0b . �k�' 3' dia. A u
o
1 8 x -
a °� I ok �k10b101��1h� 869 CONCRETE PARKING LANDSCAPE x 1
1 AREA i 21" RCP
ob 1° o 6 % d4 ti k1 INV. = 839.32
INDIANA ASSOCIATION OF SEVENTH -DAY �'>> ok a° oko 2 dia.
ADVENTISTS, INC. 848.2, 8483
INST. NO. 2004- 00018207 84j8 X48.1
2" dia.
o
s°nO LANDSCAPE ` 1 A� x�
°' h 847 7 Mult -Tr�n�
� gQeR i 0.
N "1 ^ AREA ko o 1,' gee b1.
Ot, tk g 2° dia.
co SHED ) 1
847 0k1 o ^x ; X �b1
'7 c 1i k1 k�� k0� k1' k1�.�
00 846 ^ y' a 0b uiti- TrunkOb 1 0 0 0y 0 3 dia.
846.8 �iyS -_.-�` �^OArO .t' ,fit U �k�$"'.� �k �.
6A �m� b �.^ E + 84 Multi- Trunks 847 0 43 34 `� i Off"
6466 6B 6 �� \`.. 1 72 a' -- -- 84 k0. ue i ,�- 3 dia.
8466 Multi -Trunk 0o Multi -Trunk �p6a ��° - -� - -�� 4" dia 1
6 k . k1 6" dia. dia. 4" dia. J 11 �
k6ti a e ob o BENCHMARK - CUT " +" ON
4" dia. � 1 02" dia.
SANITARY MANHOLE RIM NEAR THE
�b / Fence is on line !!, SANITARY MH �x SOUTHEAST CORNER OF PARCEL.
84 ) 0b _ g44. 1 0- 12" RCP i 4" dia / T /C= 846.41 k1 , k
84 .0 = o INV. = 844.62 4' d,a J ko b ELEV - 846.41
8" INV.(N)= 840.83 obo
5_� A.
845.8 5.7 �� RIPRAP ?N90'00'00 "W 200.00' k1� k11
X $
if
i
r
o� �ko,
i
1 ko.
i
� r n
�k0 "
F- �
O 1
b
Q
0
W
O
O
W
n
0
O
N
M
0
0
N
w
v�
i�
0
0
?s:
SW CORNER NW 1/4 I
SEC. 20 -T18N -R4E
NAIL FOUND
PER HAMILTON COUNTY SURVEYOR TIES
I
12 RCP j
12" R P INV. = 844.67
INV. = 844.71 0
N
CL
E ek1
0
v
n
0ke
Izz" d,o
I
010.1
x
5" dia.
BENCHMARK:
CUT "X" ON MANHOLE
0
k
0
`f IRON PIPE FOUND ELE V. 846.41'
f b
o
X
h
'�.2" dia. i
� 7.4' W. OF CORNER
0
r
f
I
l Fence is 0.2' l ek xi
North
/ & 0.3' �x
12" dia East of corner o
18" dio. k0
LANDSCAPE X
/
�
AREA _ 1 ° dia
�b�� t 5 " )dia.
a
0
aR k
0
Q
b
b
b
4" dia., o o ON ss
0ho7 0 0ko TAYLOR TRACE SUBDIVISION
' b ' INST. NO. 200300006061
o'
a5 ok o9 ko6 eb1 %o P.C. 3 SLIDE 131
�b0
ex 8b�
8" dia. ObOh
5" dia.
I 6" d
INDIANA ASSOCIATION OF
12" dia.
SEVEN TH - D AY ADVENTISTS,
INC.
INST. NO. 2007059514
0.689 AC.t �f
o�/c
�b1
ti
15" dia I
ASPHALT DRIVE
CONCRETE MONUMENT
FOUND WORTHINGTON ESTATES
SECTION 3
INST. NO. 9565242
P.C. 1 SLIDE 644
b a•
G k
0 0 0
FIRE HYDRANT
e �
ELEC77C CONTROL BOX
r
TELEPHONE JUNCTION BOX
®
TRAFFIC CONTROL JUNCTION BOX
T(A
AERIAL TELEPHONE
Northwest Corner thereof, rein thence South upon and along
RIGHT OF WAY LINE
the west line 150 feat to a point; thence run East and parallel
i1
to the North line of said Quarter Section 200 feet to a point,
- resented on underground uti -.�e.. flood
Imi#ed to information p D ,
run thence North and parallel to the West fine aforesaid, 150
WATER HAND HOLE
�x
ELECTRIC METER
If
TELEPHONE MANHOLE
i 3" dia.
MANHOLE (OTHER OR UNIDENTIFIED)
q0
L�J
q dia.
0
ELECTRIC PEDESTAL
FLI
TELEPHONE PEDESTAL
O
TRAFFIC CONTROL MANHOLE
CATV(A)
WATER MANHOLE
kk.
6" dio.
1
TELEPHONE RISER
MW
MONITORING WELL
f
;
x4
FLOOD LIGHT
*ST
STORM CLEANOUT
®tea
PETROLEUM PIPELINE MARKER
j
SPRINKLER CONTROL VALVE
} -
GUY ANCHOR
®
2" dia.
®neER
FIBER OPTIC MARKER
o-
\
11
ELECTRIC JUNCTION BOX
'i
CURB INLET
E
LANDSCAPE
OP
STAND PIPE
l.) This survey Was prepared without the benefit of a current
ORNAMENTAL LIGHT
LANDSCAPE /
ROUND INLET
Oa
BOLLARD
AREA
WELL HEAD
21 The described real estate does not fie within a Special
LIGHT POLE
®
AREA
C[�--- FLAG POLE
k
WATER METER
RCP REINFORCED CONCRETE PIPE
o
3" dia.
STORM JUNCTION BOX
191
�!
i
WATER VALVE
DUCTILE IRON PIPE
ELECTRIC MANHOLE
JCT
sT
HOUSE
®
6" d id.
k
��
GAS METER
NV`V Come, - Harrison onument found at surface in good
UTILITY POLE
k
SANITARY SEWER CLEANOUT
SLR+ Come, - Nail found 1 below surface in good condition
SIGN
X
GAS VALVE
Copperweld monuments founts in centerline of Taylor Trace
2" dia.
r
®
LIFT STATION
-
p
6" dia.
•
f
UTILITY POLE W1 TRANSFORMER
ss
SANITARY SEWER MANHOLE
Ac
AIR CONDITIONER
�
0-0
UTILITY POLE W/ LIGHT & TRANS.
ss s-uR
SANITARY STUB MARKER
1
1 0
6" dio.
k
O
0.
k
0
8" dia. ak
01 10. k
14" dia. 36" dia.
GARAGE
1 x IOkS.
6" dia.
N90.00'00 "E 200.00' Fence is 1'
Fence is 0.51-/ North & 0.3'
North of line West of corner,
CONCRETE MONUMENT
FOUND 0.95' E. & 0.35' N
OF CORNER
®/+ BRASS OR ALUM. PLUG FOUND /SET
BT-Y e CONC. MONUMENT FOUND /SET
o /OO COPPERWELD FOUND /SET
K/X CUT 'X' FOUND /SET
Q� HARRISON MONUMENT FOUND
O/* IRON PIN FOUND /SET
O IRON PIPE FOUND
*/9 PK OR MAG NAIL FOUND /SET
0/A RR SPIKE FOUND /SET
N RIGHT OF WAY MONUMENT FOUND
+ STONE FOUND
BENCH MARK
TEMPORARY BENCH MARK
® OTHER MONUMENT
LEGEND
)D�
FIRE HYDRANT
�
ELEC77C CONTROL BOX
�
TELEPHONE JUNCTION BOX
®
TRAFFIC CONTROL JUNCTION BOX
T(A
AERIAL TELEPHONE
Northwest Corner thereof, rein thence South upon and along
RIGHT OF WAY LINE
the west line 150 feat to a point; thence run East and parallel
fitness for any particular purpose or use.. udirrg out not
to the North line of said Quarter Section 200 feet to a point,
- resented on underground uti -.�e.. flood
Imi#ed to information p D ,
run thence North and parallel to the West fine aforesaid, 150
WATER HAND HOLE
®
ELECTRIC METER
(D
TELEPHONE MANHOLE
M
MANHOLE (OTHER OR UNIDENTIFIED)
q0
L�J
INDICATOR POST & VALVE
0
ELECTRIC PEDESTAL
FLI
TELEPHONE PEDESTAL
O
TRAFFIC CONTROL MANHOLE
CATV(A)
WATER MANHOLE
0
ELECTRICAL RISER
0
TELEPHONE RISER
MW
MONITORING WELL
®
SPRINKLER CONTROL BOX
x4
FLOOD LIGHT
*ST
STORM CLEANOUT
®tea
PETROLEUM PIPELINE MARKER
►�
SPRINKLER CONTROL VALVE
} -
GUY ANCHOR
®
BEEHIVE INLET
®neER
FIBER OPTIC MARKER
o-
SPRINKLER
11
ELECTRIC JUNCTION BOX
E3
CURB INLET
E
TRAFFIC SIGNAL POLE
OP
STAND PIPE
l.) This survey Was prepared without the benefit of a current
ORNAMENTAL LIGHT
®
ROUND INLET
Oa
BOLLARD
I]
WELL HEAD
21 The described real estate does not fie within a Special
LIGHT POLE
®
SQUARE INLET
C[�--- FLAG POLE
O
WATER METER
RCP REINFORCED CONCRETE PIPE
LIGHT STAND
E
STORM JUNCTION BOX
191
MAIL BOX
PVC POLYVINYL CHLORIDE PIPE
WATER VALVE
DUCTILE IRON PIPE
ELECTRIC MANHOLE
JCT
sT
STORM MANHOLE
®
POST
as folto4ws_
GAS METER
NV`V Come, - Harrison onument found at surface in good
UTILITY POLE
0. ss
SANITARY SEWER CLEANOUT
SLR+ Come, - Nail found 1 below surface in good condition
SIGN
X
GAS VALVE
Copperweld monuments founts in centerline of Taylor Trace
UTILITY POLE W/ LIGHT
®
LIFT STATION
-
PARKING WHEEL STOP
®cAs
GAS PIPELINE MARKER
UTILITY POLE W1 TRANSFORMER
ss
SANITARY SEWER MANHOLE
Ac
AIR CONDITIONER
GAS MANHOLE
0-0
UTILITY POLE W/ LIGHT & TRANS.
ss s-uR
SANITARY STUB MARKER
MARKER.
HANDICAPPED SPACE
UNDERGROUND GAS
®
TRANSFORMER
E
CAN PEDESTAL
®
SOIL BORING
UNDERGROUND WATER
N
CA TV JUNCTION BOX
AERIAL ELECTRIC
OO ca
CLEANOUT (OTHER)
�
GATE POST
Land Description per Instrument No- 2007059514
E(U)
E(U)
UNDERGROUND ELECTRIC
North, Range 4 East, Hamilton County, Indiana being more
T
'
particularly described as follows, to- wit: begin at a point in the
T(A)
T(A
AERIAL TELEPHONE
Northwest Corner thereof, rein thence South upon and along
RIGHT OF WAY LINE
the west line 150 feat to a point; thence run East and parallel
fitness for any particular purpose or use.. udirrg out not
to the North line of said Quarter Section 200 feet to a point,
- resented on underground uti -.�e.. flood
Imi#ed to information p D ,
run thence North and parallel to the West fine aforesaid, 150
CHAIN LINK FENCE
feet to a paint, nun thence West and parallel to the North line
T(U)
T(U)
UNDGERGROUND TELEPHONE
w
assigns be liable for any damages arising out of the furnishing
This Is to certify that this map or plat and the survey on which
and ' or use of such information.
it is based were made in accordance with the requirements
13 a
BOARD FENCE
Code,
CATV(A)
CATV(A)
AERIAL CABLE TELEVISION
P' J�FO!�'�
WROUGHT IRON FENCE
�GISI`i
Date- ,SL #RVEYOi7'S Poor
CATV(U)
CA_rV(U)
UNDERGROUND CABLE TELEVISION
_ Client. Carmel Elope �eficrvhip Church
7
209m 0
Job Numt umber: 2Or?
::
' STATE OF :��
_
Type of Survey: Boundary Retracefnent Survey with
/ Partial Topography
'i ��1''••l./VDIANP..•• O
x x
x x FARM FENCE
-
0HU
or+
MIXED OR UNIDENTIFIED OVERHEAD UTILITY
.
'rote- In accordance wth Title 865 Article 1. Chapter 12
This instrument was prepared by Brady Kuhn, Weihe
(.Rule 121 of the Indiana Ad^- n,stratrve Code IAC), the
Engineers. Inc. "I afirm., under the penalties for perjury., that [
following obserra# ons and opinions are submitted regarding
g
T r
T T T GUARD RAIL
Number In this document unless required by law' Brady Kuhn
FM FM
FM
FORCE MAIN
21 Clarity and'or afribiguity of the record
l.) This survey Was prepared without the benefit of a current
Fo FO
-FO-
FIBER OPTIC CABLE
information regarding the surveyed tract.
o o o FLOW LINE
(M)
MEASURED DIMENSION
21 The described real estate does not fie within a Special
CMP CORRUGATED METAL PIPE
VCP
VITRIFIED CLAY PIPE
(R)
RECORD DIMENSION
Program, Community Number 180081 Panei 0226, rFIRM)
RCP REINFORCED CONCRETE PIPE
HDPE
HIGH DENSITY POLYETHYLENE PIPE
(P)
PLATTED DIMENSION
review of the Flood insurance Rate Maps (FIRM) ,,latest
PVC POLYVINYL CHLORIDE PIPE
DIP
DUCTILE IRON PIPE
(C)
CALCULATED DIMENSION
Identify all areas subject to flooding: particularly from local
Hamilton County, rndiana. The quarter section corners Were
drainage sources of small size-
as folto4ws_
Land Description per Instrument No- 2007059514
Additional monument s i n �
he form o f concrete mo nor
en
s,
copperwetds and nails at the perimeter and centerline of
streets in Worthington Estates Section 3 south of the
surveyed parcel were located as part of this survey-
) C larr4, and -lor AmbiguiLX' of t` e Record .scripLrons
The record descriptions for the adjoining real estate were
obtained from the Hamilton County Recorders Office and
mathematically retraced in an effort to discrose possible gaps
and or overlaps between the lines of the surveyed tract and
these of the adjoiners It is this surveyor's professional
opinion that there is an overlap of up to 0 -5' with the north line
rr
of Worthington Estates Section can and a a of a to 0 6' with
9 gap p
the 'Nest line of Taylor Trace Subdivision
3) OccupaVon or Possession Limes
A 48" picket fence lies from 0.2' north to 0.0' north of the
North lime of the surveyed parcel from O 0' east to 0 3' west of
the East line of the surveyed parcel and 1_0' north to 0.51
north of the South line of the surveyed parcel
4 ) Me' asureme€Its (Re,lafrve Posihronal Accuracy-)
The Relative Positional Accuracy of the corners of the
subject tract, established this survey, is 40mm f0 -13 feet) plus
10€1 ppm ("Relative P'ositionaI Accuracy" n -veans the length of
the . e se afo r axis expressed in feel or rrieters, of the error
ellipse red €esei�t.n the -
un- certaii�t� rice to random errors in
P g
measurements in the location of a monument. or witness
g y surveyed property relative to the
martin any scorner of the
monument, or witness marking any other 4rner of the
surveyed property at the ninety-five percent 306' :,i corifkiens
=evel-
6 Theory of Locafion
The perimeter of the surveyed tract (Instrument No
20070595141 was reestablished based on the record
description. The surveyed West line is controlled to the .Nest
line of the Northwest Quarter of Section 20, Township t8
North Range 4 East. Hamilton County Indiana. The
Northwest corner of the surveyed tract was established deed
distance south of the Northwest corner of said Northwest
Quarter. The south, east and north, Ines of the surveyed tract
were established at deed distance parallel with the ,Test and
North lines of Said North -west QQuarter.
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 survey are as follows-
Due to Variances in reference monuments: +I'- 50.5'
Due to Uncertainties in the record descriptions: none
Due to Inconsistencies in lines of occupation +i- 1 0'
O
5 , P ossession I es referenced �: monu ented com er�s only
Part of the Northwest Quarter of Section 20, Township 18
Possession lines may Vary between said corners
North, Range 4 East, Hamilton County, Indiana being more
T
'
particularly described as follows, to- wit: begin at a point in the
6.1 No warranty, either express or implied, is made as to the
West fine of said Quarter Section 505 feet south of the
accuracy or completeness of information prow ded by
Northwest Corner thereof, rein thence South upon and along
governmental - ut�lorit es and or third parties, or as to Its
the west line 150 feat to a point; thence run East and parallel
fitness for any particular purpose or use.. udirrg out not
to the North line of said Quarter Section 200 feet to a point,
- resented on underground uti -.�e.. flood
Imi#ed to information p D ,
run thence North and parallel to the West fine aforesaid, 150
hazard zones floodwa; zones. wetlands recording
feet to a paint, nun thence West and parallel to the North line
information_ inning, anal regulated drains In no event will
aforesaid, 200 feet to the place of beginning
'Weihe Engineers. Inc:. its employees, agents, and or
w
assigns be liable for any damages arising out of the furnishing
This Is to certify that this map or plat and the survey on which
and ' or use of such information.
it is based were made in accordance with the requirements
contained in Title 865 Rule 12 of the Indiana Administrative
} The zoning classification or the surveyed tract. as
Code,
established by g€ vernmer'ta° re�ord and its Corresponding
\��`11111111//7j7
setback requirements have riot beer} shown on this survey.
P' J�FO!�'�
-
�GISI`i
Date- ,SL #RVEYOi7'S Poor
No.
_
_ Client. Carmel Elope �eficrvhip Church
7
209m 0
Job Numt umber: 2Or?
::
' STATE OF :��
_
Type of Survey: Boundary Retracefnent Survey with
/ Partial Topography
'i ��1''••l./VDIANP..•• O
�\
_eld Work Complet d Jwy 24 2012
Brady Kuhn, Registered Land Surveyor #20500007'// S(UR\�� ��`�
/77�11111I
= ocation of Survey 14445 � arey Rcaci, �arrfi�el, l�l
State of Indiana Illltt��x
.
'rote- In accordance wth Title 865 Article 1. Chapter 12
This instrument was prepared by Brady Kuhn, Weihe
(.Rule 121 of the Indiana Ad^- n,stratrve Code IAC), the
Engineers. Inc. "I afirm., under the penalties for perjury., that [
following obserra# ons and opinions are submitted regarding
g
have taken reasonable care to redact each Social Security
the uncertainty n the position of the lines and corners
Number In this document unless required by law' Brady Kuhn
established andror reestablished on this survey as a result of:
GENERAL NOTES:
1 I Avai.ao lity and condition of reference monuments
21 Clarity and'or afribiguity of the record
l.) This survey Was prepared without the benefit of a current
descriptions) used and or the adjoiners
title Insurance commitment that may have disclosed additional
descriptions;
information regarding the surveyed tract.
3) Occupation or possession lines, and
41 Measurements i Relat ve Positional Accuracy)
21 The described real estate does not fie within a Special
Flood Hazard Zone .ASE as plotted by scale on the Federal
Note Unwritten rights nay exist associated with these
Emergency Management Agency., National Flood Insurance
uncertainties
Program, Community Number 180081 Panei 0226, rFIRM)
Flood insurance Rate Map Number 18057CO226F, dated
T.,) Avar.Pabdty and Condition of Record honuments
February 1. 2003. Flood plain certification is restricted to a
review of the Flood insurance Rate Maps (FIRM) ,,latest
lHorizontaf control for this survey Was based on a survey of
revision), and shall not Ue construed as a confiri??ation or
the West line of the Northwest Quarter Ss ction 20, Township
denial of flooding potential as this map dries not necessarily
18 Sorg Range 4 Eas; of the Second Prin -ipal Meridian,
Identify all areas subject to flooding: particularly from local
Hamilton County, rndiana. The quarter section corners Were
drainage sources of small size-
as folto4ws_
3:;1 Underground utilities shorn on this survey were marked
NV`V Come, - Harrison onument found at surface in good
by the Indiana Underground Plant Protection Agency. Call
condition per Hamilton County Surveyor References
811 to have utilities marked-
SLR+ Come, - Nail found 1 below surface in good condition
per Hamilton County Surveyor References
4.) Per information supplied by the Surveyors Office, Boone
Copperweld monuments founts in centerline of Taylor Trace
County, Indiana, NO regulated drain directly crosses the
Drive east of surveyed parcel were used to establish the north
surveyed real estate.
line of the Northwest Quartet:
Additional monument s i n �
he form o f concrete mo nor
en
s,
copperwetds and nails at the perimeter and centerline of
streets in Worthington Estates Section 3 south of the
surveyed parcel were located as part of this survey-
) C larr4, and -lor AmbiguiLX' of t` e Record .scripLrons
The record descriptions for the adjoining real estate were
obtained from the Hamilton County Recorders Office and
mathematically retraced in an effort to discrose possible gaps
and or overlaps between the lines of the surveyed tract and
these of the adjoiners It is this surveyor's professional
opinion that there is an overlap of up to 0 -5' with the north line
rr
of Worthington Estates Section can and a a of a to 0 6' with
9 gap p
the 'Nest line of Taylor Trace Subdivision
3) OccupaVon or Possession Limes
A 48" picket fence lies from 0.2' north to 0.0' north of the
North lime of the surveyed parcel from O 0' east to 0 3' west of
the East line of the surveyed parcel and 1_0' north to 0.51
north of the South line of the surveyed parcel
4 ) Me' asureme€Its (Re,lafrve Posihronal Accuracy-)
The Relative Positional Accuracy of the corners of the
subject tract, established this survey, is 40mm f0 -13 feet) plus
10€1 ppm ("Relative P'ositionaI Accuracy" n -veans the length of
the . e se afo r axis expressed in feel or rrieters, of the error
ellipse red €esei�t.n the -
un- certaii�t� rice to random errors in
P g
measurements in the location of a monument. or witness
g y surveyed property relative to the
martin any scorner of the
monument, or witness marking any other 4rner of the
surveyed property at the ninety-five percent 306' :,i corifkiens
=evel-
6 Theory of Locafion
The perimeter of the surveyed tract (Instrument No
20070595141 was reestablished based on the record
description. The surveyed West line is controlled to the .Nest
line of the Northwest Quarter of Section 20, Township t8
North Range 4 East. Hamilton County Indiana. The
Northwest corner of the surveyed tract was established deed
distance south of the Northwest corner of said Northwest
Quarter. The south, east and north, Ines of the surveyed tract
were established at deed distance parallel with the ,Test and
North lines of Said North -west QQuarter.
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 survey are as follows-
Due to Variances in reference monuments: +I'- 50.5'
Due to Uncertainties in the record descriptions: none
Due to Inconsistencies in lines of occupation +i- 1 0'
O
os
-30
00
� N
T
'
0
Z 0
O
U
<
F
E-
Z
cd
'C
O
Q
a
a
Q�
w
Q
as
z=
0011
O co
-
Sn
M«
Wz
OEM z
Mw
2!
W
I�
a
w
x
a,
SHEET NO.
1
)F I
PROJECT NO.
W1200
os
-30
O 00
T
'
0
Z 0
O
<
F
E-
Z
O
Q
a
Q�
w
Q
as
2!
W
I�
a
w
x
a,
SHEET NO.
1
)F I
PROJECT NO.
W1200