HomeMy WebLinkAboutSurvey ALTA Update [032023]HARLESTON STREET (WESTBOUND)TOWNE ROADHARLESTON STREET (EASTBOUND)PETIGRU STREET (SOUTHBOUND)PETIGRU STREET (NORTHBOUND)LEGEND
Original Boundary Survey
with Topography for
Block B Village of
Westclay Section 6003-B
Carmel, Indiana
Owner:
Land Surveyor:Bordenet Civil Engineering
& Land Surveying, LLC
D. Scott Bordenet, PE, LS
8902 Alibeck Ct.
Indianapolis, IN 46256
Brenwick TND Communities LLC
1905 S New Market St., Ste. 140
Carmel, IN 46032
1 OF 1
Sheet No. :
Project Number:
Bordenet Civil Engineering &
Land Surveying, LLC
Ph. 317-536-6181
Fax: 317-536-6220
8902 Alibeck Ct.
Indianapolis, IN 46256
2023-261
GENERAL NOTES
LEGAL DESCRIPTIONS
PARENT PARCEL (RECORD DESCRIPTION)
Part of Block “B” in the Village of WestClay, Section 6003-B, recorded as Instrument Number 2007013950 and filed in Plat
Cabinet 4, Slide 264 in the Office of the Recorder of Hamilton County, Indiana, located in the Southeast Quarter Section 29,
Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana and more particularly described as follows:
Commencing at the northeast corner of the said Quarter Section; thence South 0 Degrees 12 Minutes 22 Seconds West on the
east line of said Quarter Section a distance of 767.61 feet; thence North 89 Degrees 48 Minutes 52 Seconds West a distance
of 84.87 feet to the southeast corner of said Block “B” and the POINT OF BEGINNING of this description; thence North 89
Degrees 48 Minutes 52 Seconds West a distance of 258.49 feet along the south side of said Block “B”; thence North 0
Degrees 09 Minutes 37 Seconds East a distance of 190.06 feet to the north line of said Block “B”; thence South 89 Degrees
49 Minutes 42 Seconds East a distance of 208.49 feet on the north line of said Block “B”; thence South 44 Degrees 47
Minutes 06 Seconds East a distance of 70.71 feet on the northeastern line of said Block “B”; thence South 0 Degrees 08
Minutes 28 Seconds West a distance of 140.09 feet on the east line of said Block “B” to the POINT OF BEGINNING.
Containing 1.1 acres, more or less.
EAST TRACT (DESCRIPTION AS SURVEYED)
A part of Block “B” in the Village of WestClay, Section 6003-B, recorded as Instrument Number 2007013950 and filed in
Plat Cabinet 4, Slide 264 in the Office of the Recorder of Hamilton County, Indiana, located in the Southeast Quarter Section
29, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana and more particularly described as
follows:
Commencing at the northeast corner of said Quarter Section; thence South 0 Degrees 12 Minutes 27 Seconds West along the
east side of said Quarter Section, 767.43 feet; thence North 89 Degrees 48 Minutes 43 Seconds West, 84.87 feet to a capped
rebar marked Major Engineering and the POINT OF BEGINNING of this desciption; thence North 89 Degrees 48 Minutes
43 Seconds West, 411.47 feet to an uncapped rebar; thence North 0 Degrees 12 Minutes 41 Seconds East, 190.00 feet to a
capped rebar marked Bordenet 20100044; thence North 89 Degrees 49 Minutes 51 Seconds East, 361.28 feet to a capped
rebar marked Weihe; thence South 44 Degrees 49 Minutes 52 Seconds East, 70.75 feet to a capped rebar marked Weihe;
thence South 0 Degrees 09 Minutes 41 Seconds West, 140.11 feet to a capped rebar marked Weihe and the POINT OF
BEGINNING. Containing 76,956 square feet, more or less.
LEGAL DECSRIPTIONS (CONTINUED)
WEST TRACT (DESCRIPTION AS SURVEYED)
A part of Block “B” in the Village of WestClay, Section 6003-B, recorded as Instrument Number 2007013950 and filed in
Plat Cabinet 4, Slide 264 in the Office of the Recorder of Hamilton County, Indiana, located in the Southeast Quarter Section
29, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana and more particularly described as
follows:
Commencing at the northeast corner of said Quarter Section; thence South 0 Degrees 12 Minutes 27 Seconds West, 767.43
feet; thence North 89 Degrees 48 Minutes 43 Seconds West, 84.87 feet to a capped rebar marked Major Engineering; thence
North 89 Degrees 48 Minutes 43 Seconds West, 411.47 feet to an uncapped rebar and the POINT OF BEGINNING of this
desciption; thence North 0 Degrees 12 Minutes 41 Seconds East, 190.00 feet to a capped rebar marked Bordenet 20100044;
thence North 89 Degrees 49 Minutes 51 Seconds West, 94.84 feet to a capped rebar marked Schneider and the beginning of a
curve; thence 23.90 feet along said curve with a radius of 25.00 feet and being subtended by a chord bearing South 62
Degrees 53 Minutes 30 Seconds West and being 23.00 feet in length to a capped rebar marked Schneider and the beginning
of a curve; thence 34.32 feet along said curve with a radius of 100.00 feeet and being subtended by a chord bearing South 45
Degrees 24 Minutes 23 Seconds West and being 34.15 feet in length to a capped rebar marked Schneider and the beginning
of a curve; thence 23.92 feet along said curve with a radius of 25.00 feet and being subtended by a chord bearing South 27
Degrees 26 Minutes 31 Seconds West and being 23.02 feet in length to a capped rebar marked Schneider; thence South 0
Degrees 12 Minutes 35 Seconds West, 304.06 feet to a capped rebar marked Major Engineering; thence North 89 Degrees 47
Minutes 48 Seconds West, 150.03 feet to a capped rebar marked Major Engineering; thence North 0 Degrees 12 Minutes 41
Seconds East, 169.20 feet to an uncapped rebar and the POINT OF BEGINNING; Containing 52,824 square feet, more or
less.
SURVEYOR’S CERTIFICATE
To Brenwick TND Communities LLC (1905 S. New Market St., Suite 140, Carmel, IN 46032):
I, the undersigned, a Registered Land Surveyor in the State of Indiana, hereby certify that the survey was performed wholly
under my direction and that to my knowledge and belief was executed according to the survey standards set form in Article 1,
Rule 12 of the Title 865 Indiana Administrative Code. Horizontal tolerances are as specified in the Surveyor's Report section
(see Survey Limitations and Uncertainty subsection). Any elevations shown were accumulated by electronic total station and
GPS instrumentation and are accurate to +/- 0.10 feet or one half contour interval.
Date Certified: March 20th, 2023
_______________________________________
D. Scott Bordenet,
Registered Land Surveyor No. 20100044, State of Indiana
GENERAL NOTES
1.This document was prepared by D. Scott Bordenet.
2.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. D. Scott Bordenet.
3.This survey was performed to create a new tax parcels.
4.The underground utilities depicted on the attached plat of survey have been located as allowed by visual inspection
and limited IUPPS utility markings. The path of the utility lines shown on said plat of survey should be considered
approximate until they are excavated to verify the location and path of the utility lines.
5.Based upon a scaled interpretation of the FLOOD INSURANCE RATE MAP NOS. 18057C0205G for the Town
of Carmel, Indiana, dated November 19, 2014, the within described real estate IS NOT located within a Special
Flood Hazard Area inundated by 100-year flood as established by the Federal Emergency Management Agency for
the National Flood Insurance Program. Flood plain certification is restricted to a review of the Flood Insurance
Rate Maps (FIRM), and shall not be construed as a confirmation or denial of flooding potential.
6.Per the Hamilton County County online GIS map data on February 24th, 2023, the storm sewers along the east
side of the subject tract are parts of the Towne Road Reconstruction Arm of the Village of WestClay Legal Drain.
The width of the easement for this drain should be confirmed with the Hamilton County Surveyor's Office.
7.Per the National Wetlands Inventory online mapping data on February 24th, 2023, no wetland have been found to
exist on this property.
8.No warranty, either express or implied, is made as to the accuracy 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 underground utilities, flood hazard zones, floodway zones, wetlands,
recording information, zoning, and regulated drains. In no event will Bordenet Civil Engineering and Land
Surveying, LLC, its employees, agents, and / or assigns be liable for any damages arising out of the furnishing and
/ or use of such information.
SURVEYOR'S REPORT
Client: Brenwick TND Communities LLC Type of Survey:Boundary Survey with Topography
1905 S. New Market St., Ste. 140 Class of Survey: Urban Survey (865 IAC 1-12-7
Indianapolis, IN 46239 Field Work Completed: February 15th, 2023
Job Number: 2023-261
Survey Location: SE Quarter S29-T18N-R3E
Theory of Location
The parent parcel is a part of Block "B" in the Village of WestClay, Section 6003-B. This block is part of a secondary plat
which is described from the northeast corner of the Southeast Quarter of Section 29, Township 18 North, Range 3 East with the
basis of bearings being the east line of said Quarter Section. The legal description of the overall subdivision and the platted
geometry of Block "B" described corners for the block which were all found. These corners were considered original
monuments and were within 0.2' of their calculated positions. The new tracts were created with a new corner along the north
line of said Block "B".
It is my opinion that the parcel as located on this plat of survey and marked by the indicated monuments could potentially vary
from their originally marked locations by 0.2'±. I believe this tolerance is typical of what can be expected in this type of urban
environment, and the marked locations should be relied upon.
Survey Findings
A. Availability and condition of reference monuments.
Monuments which control the lines and corners of the surveyed property are as follows:
1.The northeast corner of the southeast Quarter of S29-T18N-R3E was described as a Harrison Monument and
found as described.
2.The southeast corner of the southeast Quarter of S29-T18N-R3E was described as a Harrison and was found as
described
3.Capped rebar were found at all corners of Block "B" from which the proposed tract was created. See the Corner
List in the General Notes on the right side of this page for cap and location information.
B.Occupation or possession lines.
At the time the field work was completed, physical evidence of the lines and/or inconsistencies in the lines of occupation
of the surveyed tract consisted of the following (see plat of survey for depiction):
1.A decorative metal fence was found to lie approximately 0.9' north of the south line of the proposed parcel (and
Block "B"). See the plat of survey for depiction.
SURVEYOR'S REPORT (CONTINUED)
2.A utility pole with serving telephone pedestal was found 6'± west of the east line of the proposed parcel (and
Block "B"). See the plat of survey for depiction.
C.Clarity and/or ambiguity of the record description(s).
The record descriptions for the plats of the subject parcel and its adjoiners were obtained and mathematically retraced to
disclose possible gaps and/or overlaps. It is my opinion that the consistent dimensions and qualifying calls within the
metes and bounds descriptions establish intent for contiguous parcel lines. No gaps or overlaps were found..
D.Measurements (Relative Positional Accuracy).
The Relative Positional Accuracy of the measurements for the corners of the subject tract established for this survey is
within the specifications for an Urban survey (+/- 0.07 foot plus 50 parts per million). (“Relative Positional Accuracy”
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 same survey at the 95 percent confidence level).
ALTA NOTES
A.To Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were
made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly
established and adopted by ALTA and NSPS, and includes Items 1, 3, 4, 5, 8, 9, 11, 13, 16, & 19 of Table A thereof. The
fieldwork was completed on February 15th, 2023.
B.This survey has been performed to the ALTA standard based on title records provided by Chicago Title Insurance
Company having Commitment Numbers 23-4652 and an effective date of February 7th/, 2023.
C.This survey is for a subject parcel which contains east and west tracts also known together as Block B, in the Village of
West Clay. The purpose of this survey is to split the subject parcel into the two tracts (east tract and west tract).
D.The following notes reflect the exceptions listed in "Schedule B - Section 2" of the title commitment document indicated
in item B above:
1. - 12.These items are not tracts of land that can be depicted on the plat of survey.
13.This item describes the following instruments which are covenants, conditions, restrictions and developments
standards:
Instrument No. 9909928950 - Exhibit A does not lie on subject parcel
Instrument No. 9909928951 - Exhibit A does not lie on subject parcel
Instrument No. 9909928952 - Exhibit A does not lie on subject parcel
Instrument No. 9909928953 - Exhibit A does not lie on subject parcel
Instrument No. 9909928954 - This instrument refers to an Exhibit A which covers the surveyed parcel (east and
west tracts) in its entirety (blanket coverage).
Instrument No. 9909928955 - Exhibit A does not lie on subject parcel
Instrument No. 2007059841 - This document refers to Instrument No. 9909928954 which refers to an Exhibit A
that describes the surveyed parcel in its entirety (blanket coverage).
14.This item describes protective restrictions, covenants, limitations and easements first described in Exhibits A & C
of Instrument No. 199909946964. The following Instrument Nos. refer to Instrument No. 199909946964:
199909949854, 199909971389, 200000006007, 200000046940 ,200000061135, 200200052497, 200500083618,
200600047668, 2007021957, 2007030144, 2008060715, 2010033737, 2013065349, 2013069862, 2013073552,
2013076676. Instrument No. 2010043657 was not provided, and its relationship to the subject parcels cannot be
assessed.
15.Easements and building lines from Instrument No. 2007013950 are depicted on the east side of the depicted east
tract and the west side of the depicted west tract.
16.This exclusive use agreement refers to an Exhibit A which describes an offsite tract of ground that does not lie on
the subject parcel (east or west tract). The agreement refers to and Exhibit B which covers the surveyed parcel
(east and west tract) in its entirety (blanket coverage).
17.This additional protective restrictions, covenants, limitations and easements document refers to an Exhibit A
which covers the entirety of the west tract depicted on the survey and a part of the west side of the east tract
depicted on the survey. The east line of the area covering said east tract is labeled on this plat of survey.
18.This plat of survey depicts the PSI Energy easement along the east side of the subject parcel.
19.This plat of survey depicts the Indiana Fiberworks, LLC easement along the east side of the subject parcel.
20.The described offsite easement in Exhibit A does not fall on any part of the subject parcel (east or west tracts).
21.Instrument No. 2016048392 refers to an Exhibit A which is missing from the supplied instrument. Its relationship
to the subject parcels cannot be assessed.
22.Instrument No. 2016048393 refers to an Exhibit A which graphically depicts all of the west tract depicted on this
plat of survey (blanket coverage). The graphical depiction does not fall on any part of the east tract.
23.Instrument No. 2018048635 refers to an Exhibit A which does not fall on any part of the subject parcel (east or
west tracts). It refers to an Exhibit B which describes the entire parcel (blanket coverage, east and west tracts). It
also refers to an Exhibit C which graphically depicts the entire parcel (blanket coverage, east and west tracts).
GRAPHIC SCALE
1 inch = 30 feet
0 15 6030
ALTA / NSPS
LAND TITLE SURVEY