HomeMy WebLinkAbout12955 Old Meridian St - ALTA survey C19-4744CERTIFICATE OF LAND SURVEY
This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following.
To: JKB Properties, LLC; Busey Bank
This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established
and adopted by ALTA and NSPS in 2011, and includes Items 1-4, 7(a), 7(b)(1), 8-11(a) and 13, of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the
date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Indiana, the Relative Positional Accuracy of this survey does not exceed
that which is specified therein.
Date: March 22, 2013 G
..1STER<<,°o�l<�®
®* LS20200083
Tan C. Rismiller STATE OF
Registered Land Surveyor of the State of Indiana �� P m ` < ®:
Registration Number LS20200083 ®® UQ) S
Record Description — Instrument #20000111190
Lots Numbered 1 2 3 4 and 5 in R.A. Frank's Subdivision of a art of the Southeast Quarter of Section 26 Township 18 North Range 3 East in Clay Township, Hamilton County. Indiana according to the
P Q P 9 Y P, Y 9
recorded plat thereof, recorded in Hamilton County, Indiana, in Deed Record 128, page 197, EXCEPT the following described part of said Lot No. 1, to —wit: Part of the Northeast Quarter of the Southeast
Quarter of Section 26, Township 18 North, Range 3 East, beginning 67 feet South of the Northeast corner of the said Northeast Quarter of the Southeast Quarter of said Section; running thence South
288.75 feet; thence Northwest 172 feet, more or less (168 feet measured) to the East right of way line of Highway No. 31 to a point which is 236 feet Southwest of the place of beginning; thence
Northeast along the East line of the right of way of Highway No. 31, 236 feet to the place of beginning.
Less and Except Part of Lots Numbered 3, 4 and 5 in R.A. Franke's Subdivision of a part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, the plat of
which is recorded in Deed Record 128, page 197 in the Office of the Recorder of Hamilton County, Indiana, being described as follows:
Commencing at the Northeast comer of said Southeast Quarter Section; thence on an assumed bearing of South 00 degrees 04 minutes 26 seconds West along the East line of said Southeast Quarter
Section and alongthe East line of Lots 1-5 in said Subdivision a distance of 767.75 feet to a 5 8 inch rebar at the Southeast comer of said Lot 5• thence South 88 degrees 43 minutes 36 seconds West
/ � 9
alongthe South line of said Lot 5 a distance of 14.17 feet to a 5 8 inch rebar with yellow cap marked "Schneider En r. Corp. II at the Point of Beginning; thence continuing South 88 degrees 43 minutes
/ Y P 9 P 9 9
36 seconds West along the South line of said Lot 5 a distance of 491.62 feet to a 5/8 inch rebar at the Southwest corner of said Lot 5; thence North 35 degrees 25 minutes 53 seconds East along the
West line of said Lots 5, 4 and 3 a distance of 296.76 feet to a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp"; thence South 54 degrees 08 minutes 39 seconds East a distance of 394.16
feet to the Point of Beginning, containing 1.343 acres, more or less.
Land Surveyor's Report
In direct accordance with the laws governing the State of Indiana, of the United States of America, and following
Title 865 State Board of Registration for Land Surveyors, Article 1, General Provisions, Rule 12, Land Surveying; Competent Practice, of the Indiana Administrative Code (IAC), the following beliefs, opinions,
observations, conclusions, and information are hereby submitted for record. The degree of precision and accuracy necessary for a survey shall be based upon the intended use of the real estate. If the client
does not provide information regarding the intended use, the classification of the survey shall be based on the current use of the real estate. The surveyed premises shown hereon are classified as an Urban
Survey, having an acceptable relative positional accuracy of 0.07 feet plus 50 parts per million.
The purpose of this project was to perform and prepare a Retracement Survey on the real estate that has been described hereon, under direction and instructions from the client.
Relative positional accuracy (RPA) means the value expressed in feet or meters that represents the uncertainty due to random errors in measurements in the location of any point on a survey relative to any
other point on the some survey at the ninety—five percent (95%) confidence level. There may be unwritten rights associated with these uncertainties. The amount of uncertainty created by any discrepancies
in the lines of occupation is equal to that discrepancy itself and in situations where that uncertainty is less than that of the appropriate RPA, it may have been considered negligible and gone urinated.
Unless otherwise noted or shown on the within survey plat, there is no evidence of occupation along the perimeter lines of the subject real estate.
This lot of survey accurate) shows the location of all visible improvements, unless noted otherwise on the remises as of the date of last field work for this project. Also shown are all lines of occupation
P Y Y P P P1 P
and their relationship to the established lines of the subject real estate. A more accurate explanation of these relationships and how they were determined is described within this report. Unless otherwise
illustrated hereon, there is no evidence of occupation along the exterior perimeter of the subject real estate.
This plat of survey accurately shows the position of easements, highways, rights of way, restrictions, covenants or other encumbrances of which the Surveyor was informed of. Land Surveyor's within the
State of Indiana are not qualified to perform the extensive searches needed to acquire all of those documents or agreements, and they rely upon a Title Company, the client, the client's attorney, or the land
owner to provide such information. Observable evidence of these burdens are shown hereon as utility lines or associated improvements, drains, swales, roadways, driveways, paths, etcetera.
Land Survey Markers, or monuments, were either set or found at all corners of the subject real estate, as shown and noted hereon. In situations where the comer is inaccessible or it would not be
reasonable to set a monument at a corner, due to terrain or other hindrances, offset monuments may have been set instead, and those have been annotated hereon as well.
There may be differences of deed (D) dimensions versus measured (M) dimensions along the established lines of the subject real estate and likewise, there may be found survey markers near, but not
precisely at, some established corners. In cases where the extent of these differences are less than the stated RPA, and less than the uncertainty recognized with regard to any reference monuments used
for this project, those differences may be considered insignificant and have been shown only for the purposes of mathematical closure. Conversely, any differences that may exceed the stated RPA and other
uncertainties are considered significant and have been discussed further below.
The Theory of Location applied for this project is as follows.
The basis of bearings for this project is South 00 degrees 04 minutes 26 seconds West along the east line of the Southeast Quarter of Section 26, Township 18 North, Range 3 East per the record deed for
the subject tract recorded as Instrument #200300111190 in the Office of the Recorder in Hamilton County, Indiana.
The subject tract is made up of several lots within an old subdivision known as R.A. Franke's Subdivision, recorded on October 1, 1941 in Deed Record 128, Page 197 in said Recorder's Office. Control for
this survey was taken from surveys of the south and east adjoining tracts of land completed by the SEA Group as Project Nos. C11-6329 and C12-2691 respectively.
Per the survey for the south adjoining tract of land (also the Exception to the current Subject tract of land), the description called for monuments located at the north and west corners of said tract.
Rebars were found at these locations and were presumed to the actual corners that they represent and were in agreement with a prior survey of said tract of land provided by the client.
The north exception was created per the prior survey of the north and east adjoining tract of land.
A Harrison monument was found at the northeast corner of the Southeaat Quarter of said Section 26 and a stone was found at the southeast corner per Hamilton Count Surveyor's reference tie sheets.
Q P Y Y
Plat distances were held along the east lines of the lots and the east —west lines were held parallel with the south line of Lot 5 as established. Centerline monuments were found along Old Meridian Street
and 50' right—of—way was held lying southeast of said centerline. The lot lines were then terminated at this right—of—way line and the measured distances are shown.
It is this Land Surveyor's professional opinion that the cause and the amount of uncertainty in these lines and corners is due to the following:
(A) Availability and condition of reference monuments
— 5/8" rebars were found at the north and west corners of the south Exception tract.
— Additional monuments were found at or near the established corners for the subject real estate and its adjoiners and any variances have been annotated hereon.
— The amount of uncertainty created by the controlling monuments and any other monuments shown hereon is equal to 4.7'
(B) Occupation or possession lines
— A chain link fence lies between 3.5' and 4.3' east of the east line. A wood fence lies as near as 3.1' east. The edge of asphalt near the northeast corner lies 2.3' east.
— The edge of the parking lot lies 0.4' southwest of the northeast line and 5 parking spaces lie over said line on the north adjoining tract of land. There is access to the north adjoiner across
this line.
— The edge of concrete aprons lies between 0.5' southeast and 3.1' northwest of the northwest line. The edge of the parking lot lies as much as 3.1' northwest of said line.
— The building lies between 0.1' and 0.7' northeast of the southwest line. The eave and gutter on the south adjoining building touch the building near this corner. Overhead utility lines connect
between the buildings on the subject tract and the south adjoining tract. The parking lots and walks cross said line between the two tracts of land. A storm inlet lies on said line.
— The amount of uncertainty created by these discrepancies is equal to 3.5'
(C) Clarity or ambiguity of the record description used and of adjoiner's descriptions and the relationship of the lines of the subject tract with adjoiner's lines
— No gaps or overlaps in title or deed lines were discovered during this survey.
(D) The relative positional accuracy of the measurements
— This survey meets or exceeds the requirements set forth by the State of Indiana.
Land Surveyor's Notes
An underground utilities depicted on the attached plat of survey have been located per visual observations or utility markings on the round. No warrant either expressed or implied, is made as to the
Y 9 P P Y P Y 9 9 Y, P P,
accuracy and/or completeness of information presented on underground utilities, or as to its fitness for any particular purpose or use. In no event will SEA Group, its employees, agents, and/or assigns, be
held liable for any damages arising out of the furnishing and/or use of such information. The path of the utility lines shown on said plat of survey should be considered approximate until they are either
relocated, by calling the Indiana Underground Plant Protection Agency at 1-800-382-5544 or until they are excavated to verify the location and path of the utility lines.
No warranty, either expressed or implied, is made as to the accuracy and/or completeness of information provided by governmental authorities and/or third parties, or as to its fitness for any particular
purpose or use, including but not limited to information presented on zoning, setback requirements, flood hazard zones and wetlands area(s). In no event will SEA Group, its employees, agents, and/or
assigns, be liable for any damages arising out of the furnishing and/or use of such information.
Any depiction of possible intrusion, trespass, invasion, and/or possible encroachment into the possessions or rights of another is not a matter of survey. An attorney and/or title company should be
consulted in all matters with respect to any rights of possession(s) and matters of title.
Along any line where a deed gap or overlap or inconsistency in line of occupation occurs, unwritten rights may be available to the subject and/or the adjoining real estates.
Legal Drain Tile or Ditch Note
A search of County Surveyor records and information shows that the Subject Real Estate is not burdened by either a Legal Drain Tile or a Legal Drain Ditch.
Flood Information Note
Flood status information was obtained using Flood Insurance Rate Maps (FIRM) provided by the United States Department of Homeland Security, Federal Emergency Management Agency (FEMA), on their
website, located at http://msc.fema.gov/.
The Subject Real Estate described hereon was mathematically calculated and scaled on the FIRM Maps of the City of Carmel, Hamilton County, Indiana, Map Number 18057CO207F, dated February 19, 2003,
and was found to be located in Flood Zone X unshaded, being within Community Panel Number 180081 0207 F.
The accuracy of any flood hazard data shown on this Land Survey is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. This
certification is restricted to a review of the FIRM noted above and shall not be construed as a confirmation or denial of flooding potential.
Title Insurance Company Commitment Note
This survey was prepared without the benefit of a current Title Commitment by an accredited Title searcher.
36"
Current ownership for the Subject and Adjoining real estates are shown per County Assessor records, and the documents listed hereon can be obtained from the County Recorder's Office.
State Of Indiana Required Statements For Recordation /
I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security Number in this document, unless required by law, Brian C. Rismiller. /
This document was prepared by Brian C. Rismiller. /
ALTA/AGSM LAND TITLE SURVEY
12955 OLD MERIDIAN STREET
2.272 ACRES+
I
/ I
I
I
/ ��STj,'7igTFP
gygC j A3 ASPHALT
p
FS
Q I °
off'
AN
� 8s
mw SOUTH LINE OF LOT 1
/ NORTH LINE OF LOT #2
D
VR 2SN REBAR FOUND 012'S
o LOT 2
o °
/ GV
/
�j
/
— —10' TELEPHONE ESMT INST. #9400767
REBAR FOUND
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch = 30 ft.
NW CORNER, SW 1/4
SECTION 25-T18N-R3E
HARRISON MONUMENT FOUND
II
MAG NAIL F D
MATCH LINE
/
J�FARMER FINANCE SC LLC
STRUMENT J20120044134
/ LOT 1
PARCEL /136,�,
DR 346, PG
, �O
/ qS,
NORTH LINE OF LOTS— x 9�3
7 A
�r � \ / sQ,
JKB PROPERTIES, LLC
� INSTRUMENT #200300111190 LOT 3
24.0'
0
I=
ASPHALT
I�
I
LiJ
�
mw
o
N
=
i
LEI N
z
J
O
ww
Z
w
�
C
Grou
Land Surveyors
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
12955 OLD MERIDIAN STREET
CARMEL, INDIANA 46032
Q PROJECT LOCATED IN:
SECTION 26 -TOWNSHIP 18 NORTH - RANGE 3 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
R W/CAP STAMPED " IVIL
DESIG S" FOUND 2.4'S, 0. 'E
o I 2ASPH LT 2.3'E
L U �t-
J
U �
O
O
g' U N
z o
I
I �LLJ
II Q:__ z
0
10
I
I2
I I
FENC .1'E
HALT .6'
CONCRE`�
14 / / / S
/ V ��p // %� R to X
��� TOTAL SITE AREA X
��� 98,982 Sq. Feet f S
R R FOUND AT IR / / / 2.272 Acres f
EDGE ASPHALT // / / / w TR P x
N
SOUTH LINE OF LOT #3
x �
/ �� NORTH LINE OF LOT #4
�o���'� moo
X o
\C_ X
\�Iq Pv� G TR
OD RAMP ` 1
C ���, o X
DECK �/1s.0 �� O EM
oy C i� EM LOT 4
X �t
J /
cq�Oc� °?o /���\ x
SILO TT R
s s' s.o' CONCRETE °O
T /
S 7
i M
S
= V G E 54.D4 ,
OVERHEAD LINES 6 \N S z HANDS >--
> � K 6 55
o\\\AG
54.23
F P 0
P 0
0 4 HAND x
o CONNECTED BETWEEN ,LANDS � O
�3.z' BUILDINGS ��l° i S os �--� �
/ — — — — J NE SS..zS
/ TLANDS
o.z 30.7 U q� / / o O#9A0 l66/ X O
TH LINE OF L0� o o
NORTH LINE OF LOT #5 / / — — — — o R ANDS x U
,14.0' JN� v
c \ \ x
12901 OLD MERIDIAN STREET �- 14.0' °
MULTI STORY STONE &FRAME BUILDING Ac \ \ WET o x
5RA 8'
RAND TLANDS
o, 5.6
0
56� �Mm
CD
AC pp33
1.0o j 3.S ,Z° STRANDS
/ ,04 � � o LOT 5
� 43 �� x
ti \ DRY DETENTION POND � x
JKB PROPERTIES LLC
T
INSTRUMENT #2011- 96 , c� 019 j X
/ 3 .7' �P�, TOB X
~
— _SOUTH LINE OF L0�5
NORTH LINE OF LOT #6
x
I
120
SW CORNER, W 1 /2, SW 1 /4
SECTION 25-T18N-R3E
STONE FOUND PER TIES
ALTA/A C S M
LAND TITLE SURVEY
PREPARED FOR:
PHANOMEN DESIGN
934 FORT WAYNE AVENUE
INDIANAPOLIS, IN 46202
(317) 439-4355
REV. # I DATE I REV. DESC. I
1 4/29/19 update liaht poles &asphalt
DRAWING LEGEND
EXISTING METAL —TYPE FENCE
o o o o EXISTING WOOD —TYPE FENCE
OVHD OVHD =OVERHEAD UTILITY
SECTION LINE (AS NOTED)
R.O.W. =RIGHT OF WAY (AS NOTED)
— — CENTERLINE AS NOTED
— — — — — — — B.S.L. =BUILDING SETBACK LINE
— — — — — — — — — — — — — — EASEMENT (AS NOTED)
REAL ESTATE LINES AS NOTED) SUBJECT REAL ESTATE SURVEY LINE
EXISTING CONC. CURB (AS NOTED)
Toe TOB =TOP OF BANK
Tos TOS =TOE OF SLOPE
EXISTING FLOWLINE
(C) =CALCULATED BEARING AND DIMENSION (P) =PLATTED BEARING AND DIMENSION
(M) =MEASURED BEARING AND DIMENSION (D) =DEEDED BEARING AND DIMENSION
O SEA GROUP MONUMENT SET � SIGN
O SURVEY MARKER FOUND `O--) UTILITY POLE
4 BUILDING LIGHT
SECTION CORNER (AS NOTED) C� LIGHT POLE -SINGLE
AC AIR CONDITONER *0* LIGHT POLE -DOUBLE
EMTR
FIRE HYDRANT � ELECTRIC METER
WMTR WATER METER E ELECTRIC UTILITY
WV WATER VALVE MB MAIL BOX
®cv GAS VALVE
BEE -HIVE INLET X
cMrR GAS METER
® CURB INLET �
® DRAINAGE INLET ® TELEPHONE UTILITY
MH MANHOLE SNN SANITARY SEWER MANHOLE
�C CABLE UTILITY STM STORM SEWER MANHOLE
VICINITY MAP -NOT TO SCALE
W MAIN ST o
SIT � N
0
0
J_ W
� ¢ Z
� 0 J
w
CD
DEL na � r.ITY CE TER DR
Approved By: BCR
Drawn By: TMC/HMP
Date of Last Field Work: 04/18/2019
Date Plotted: 04/29/2019
Reference #: C13-7800
C 12-6961 & C 11-6329
Project Number:
C 19-4744
Sheet Number
1 of 1