HomeMy WebLinkAbout02 SV-1 C20184143 PLAT OF SURVEY1 2 3 4 5
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CERTIFICATE OF LAND SURVEY
This Land Survey, prepared by SEA Group Land Surveyors, is hereby certified to the following.
To: Hamilton National Title; SA Capital LLC, an Indiana Limited Liability Company:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS
Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-4, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was
completed on 7/13/18.
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Date: July 19, 2018 ����CD M • Fq �����
* LS20600029
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-- --— -- — STATE OF
— -----e
James M. Fazekas �����
Registered Land Surveyor of the State of Indiana m�mmmmmmmmm"i%% S 89°03'10" W 1305.26
Registration Number LS20600029
NW Corner, SW1 /4
Land Description SeC.25—T18N—R3E
Part of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows:
Beginning 260 feet West of the Northeast corner of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East; thence West, 115.00 feet; H a rriSon Monument found
thence South 220.78 feet; thence East 115.00 feet; thence North 220.78 feet to the Place of Beginning.
ALSO, Part of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows:
Beginning 375.00 feet West of the Northeast corner of the West Half of the Southwest Quarter of Section 25 Township 18 North Range 3 East and on the North line
9 9 Q � P 9
thereof; thence South, parallel with the East line of said West Half, 220.78 feet; thence West Parallel with the North line of said West Half, 40.00 feet; thence North
parallel with the East line of said West Half, 220.78 feet to the North line thereof; thence East, on and along said North line, 40.00 feet to the Place of Beginning.
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 unnoted. 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 plat of survey accurately shows the location of all visible improvements, unless noted otherwise, on the premises as of the date of last field work for this project.
Also shown are all lines of occupation 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 corner 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 the North line of said West Half, Bearing South 89 degrees 03 minutes 10 seconds West (State Plane Bearing).
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
Monuments found in said West Half: NE Corner (Harrison Monument found); NW Corner (Harrison Monument found); SE Corner (Harrison Monument found). These
monuments were used to control this survey.
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 0.3'.
(B) Occupation or possession lines
During a physical inspection of the premises, no discrepancies in these lines were found.
(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
Any underground utilities depicted on the attached plat of survey have been located per visual observations or utility markings on the ground. No warranty, either expressed
or implied, is made as to the 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 possessions) 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.
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 Hamilton County, Indiana, Map Number 18057CO207G, dated
11/19/14, and was found to be located in Flood Zone X (unshaded) and NOT within a Specail Flood Hazard Zone.
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
Evidence of source of title for the subject tract was provided by Hamilton National Title, having a Title Commitment Number of IN1708832 and is dated effective 12/05/17.
Some certain survey -related "Exceptions" exist that were disclosed in Schedule B of said title commitment, and have been depicted on the survey, each being identified by
their recording data. Should any additional items need to be depicted on the survey, please notify us and provide the appropriate documents.
Survey related "Exceptions" with regard to the Subject Real Estate:
#14. Inst.#8416187 - The exact location of the easement could not be determined. The document references a "strip of land 15 feet in width" and runs "South of,
parallel with and adjoining the South right of way line of, 131st Street as now established..". It is not stated nor known what the right of way width was at the time of the
easement creation.
#15. Inst.#8917968 - Shown hereon.
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.
ALTA I NSPS LAND TITLE SURVEY
833 W. Main Street
Carmel, IN
12"RCP-842.631
SAN SN N
Sanitary Sewer Mane
TOC= 844.49'
E./W.12" Clay-838.21'
Rebar (Cripe)
found online
W. Main Street S 89°03'10" W 155.00' S 89°03'10" W 260.00'
M i --- —i — — — M _
— — '""ram — — — -- — — --- 115.0 0' P 0 B
I40.00'—__
Asphalt — I Deed of ROW
Apparent 40'-H-cf -ROW nst.#2004-52581
F
N wTR wTR wTR E d O f a m e n t 6,
= C-e Walk o o�.-Adk M o
L� — — — — — — _
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TII SAN- � — oR ass _ _ —N�
SAN ^, Gross S S SIN SAN S LPN SAN SF—=:SA�N—�N_—
S
AN — SAN e IJ or e it e) SAN SAN
/a .Drainage Inlet sPSanitary ewer Manhoou a�O�lne
Rim EI4v.=842.93' TOC=845.14' TMB#1
N N.15"P� C=840.43' W.12" CIay=838.19' Mag Nail Set /
S.15"PqC-840.43' E.12" CIay=838.09' Elev.=844.89' \ —
\ I G ass
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Brush/Trees F L _ _ IlO I ai1�e Guilford Plaza, LLC
O _ _ _ _ Asphalt �\ I I I I InSt. #2004-41714
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Rosewalk on Main, LTC (_0 o I AZR Haver, LLC \ \ I I I
nst.#2001-69714 �, of InSt. #2018-5184 l O�
N w 00z l ±0.785 Gross Ac. I I b I I
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-- -- -- -- �— Overhang
I oo 20V L.,l Conc. Curb
As halt
Rosewalk on Main, LLC CD
Inst.#2012-26581 N
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Asphalt �� 1 29.2' 95.2" FFE 844.09' �30.5' �- — — — I Gra�sl
O Conc. Curb I II I I
LA Ramp Overhang \ I I I I
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Drainage InletZZ m
NE Corner, W1 /2, SW1 /4
Sec.25—T18N—R3E
Harrison Monument found
N. Line, W1 /2, SW1 /4, Sec.25—T18N R3E7
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Drainage Inlet i \�\ Rim Elev.=842.38 Asphalt III Main & Guilford Plaza, LLC
Rim Elev.=842.80'--g� E.12"RCP=838.60'o I Inst.#2004-41714
SW.12"R,CP=838.68'
N.15"RCP=839.55' I \ �20 F TM� \ \ (no pipe to -W), U I
SE.15"RCP=839.50' a I
(connection of SE pipe I \,f(9OerzX o� O D t
could not be found) ", 968
I STM STM STM \STM STM STM M —
40.00' 115.00' Edge of avement —
T T 7 —-Brash-�firees —� N 89°0�'
Rebar found 045— �4-3-- — Conc. Curb
MIG Guilford
Rosewalk on Main, LLC Reserve LLC
Inst.#201226581 Inst.#2013-42663
20 0 10 GRAPHIC SCALE 20 40
( IN FEET)
1 inch = 20 ft.
80
Asphalt
SYMBOL LEGEND
Q
SEA GROUP MONUMENT SET
-�
SIGN
Q
FIRE MAIN
GAS
GAS LINE MARKER
tt
CUT "X" SET or FOUND
-�
LARGE SIGN
FIRE HYDRANT
�
GAS VALVE
®
BRASS PLUG / COPPER WELD
UTILITY POLE
wN
WATER METER
c
GAS METER
O
SURVEY MARKER FOUND
LIGHT POLE
WV
WATER VALVE
CM
COMMUNICATIONS MANHOLE
®®
PK or MAG NAIL FOUND
`
GROUND LIGHT
WATER WELL
coM
COMMUNICATIONS LINE MARKER
SECTION CORNER (AS NOTED)
EMT
V0
ELECTRIC METER
®
BEE -HIVE INLET
SRN
SANITARY SEWER MANHOLE
BENCHMARK (AS NOTED)
ELECTRIC UTILITY
®
CURB INLET
SAN
SANITARY SEWER MARKER
RIGHT OF WAY MARKER
DECIDUOUS TREE
®
DRAINAGE INLET
STD
STORM SEWER MANHOLE
TRAFFIC SIGNAL POLE
EVERGREEN TREE
E)
MANHOLE
COMMUNICATIONS UTILITY
AC
AIR CONDITIONER
MB
MAIL BOX
®
AIR /VACUUM EQUIPMENT
CO
CLEAN OUT
o
BOLLARD
HANDICAPPED PARKING SPOT
MW
MONITORING WELL
ralnage n e
Rim Elev.=846.57'
W.12"RCP=841.32'
Grass Detention Area
�-- — — — — — —
MIG Guilford
Reserve LLC
Inst.#2013-42663
Topographic Note:
The topographic data was gathered using standard radial surveying techniques with an
Electronic total station and data collector. Elevations on hard surfaces or structures are
accurate to within 0.05 feet, elevations on natural surfaces are accurate to within 0.1 feet.
Contours are plotted based upon interpolation of spot elevations shown hereon and are
accurate to generally within one half the contour interval.
Originating benchmark established with Trimble GPS Survey grade equipment and Indiana
CORS Network.
http:incors.in.govdefault.aspx
Vertical Datum = NAVD '88
Horizontal Datum = Indiana State Plane East Zone.
IBM#1:
Vag Nail set in asphalt parking lot near E. side of entrance to subject parcel, approx. 40'
S. of Main Street centerline. Elev.=844.89'
TBM#2:
Vag Nail set in concrete walk, approx. 40' S. of Main Street centerline & 290' W. of West
line of subject parcel. Elev.=847.56'
A A AamAm Grou
Land Surveyors AB Civil Design
Construction Layout
494 Gradle Drive Carmel, Indiana 46032
Phone:317.844.3333 Fax:317.844.3383
www.seagroupllc.com info@seagroupllc.com
833 W, Main Street
Carmel, IN
PROJECT LOCATED IN:
SECTION 25 - TOWNSHIP 18 NORTH - RANGE 03 EAST
HAMILTON COUNTY, IN
ALTA/NSPS
LAND TITLE SURVEY
PREPARED FOR:
Corporate Commercial Group
REV. # DATE REV. DESC.
DRAWING LEGEND
GAS GAS GAS
— Co.—Co.—COM COM COM —
,�a
S1M STM S1M
—SAN SAN SAN
FBOP FBOP FBOP
—UGE UGE UGE
OHE OHE OHE
G�mo avHo ovHo
--Al TRAF TRAF
iRR -IRR -iRR
-------------------------
TOB TOB T09
TOS TOS TOS
(P) = PLATTED BEARING AND DIMENSION
(D = DEEDED BEARING AND DIMENSION
EXISTING METAL -TYPE FENCE
EXISTING WOOD -TYPE FENCE
GAS = UNDERGROUND GAS LINES
COM = COMMUNICATION LINES
WTR = UNDERGROUND WATER LINES
STM = UNDERGROUND STORM SEWER
SAN = UNDERGROUND SANITARY SEWER
FBOP = UNDERGROUND FIBER-OPTIC
LICE = UNDERGROUND ELECTRIC
OHL = OVERHEAD ELECTRIC
OVHD = OVERHEAD UTILITY
TRAF = OVERHEAD TRAFFIC LINES
RR = UNDERGROUND IRRIGATION LINES
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 (AS NOTED;
EXISTING CONIC. CURB (AS NOTED)
TOB = TOP OF BANK
TOS = TOE OF SLOPE
EXISTING FLOWLINE
CONTOURS - MAJOR INTERVAL
CONTOURS - MINOR INTERVAL
(C) = CALCULATED BEARING AND DIMENSION
(M) = MEASURED BEARING AND DIMENSION
i �,, Know what's below.
Call before you dig.
VICINITY MAP - NOT TO SCALE
W. Main St.
SITE
c/
a'
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�a
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0
.51
0
Approved By:
JMF
Drawn By:
JMF
Date of Last Field Work:
7/13/18
Date Plotted:
7/19/18
Reference #:
Project Number:
C 18-4143
Sheet Number
1 of 1