HomeMy WebLinkAboutSite SurveyHARLESTON STREET (WESTBOUND)TOWNE ROADHARLESTON STREET (EASTBOUND)
VILLAGE OF WEST CLAY
SECTION 6003-B
INSTR. NO 2007013950
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
2021-234
GENERAL NOTES
USGS 7.5' QUADRANGLE
CARMEL & FISHERS
BOUNDARY SURVEY
- IAC 865 RULE 12 -
LEGAL 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.
SURVEYOR’S CERTIFICATE
To Paul Singh (Indy Holdings LLC, 4949 E. Thompson Road, Indianapolis, IN 46239):
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: September 24th, 2021
_______________________________________
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 parcel and provide topographic data to be used for the development over the indicated
1.1 acre tract.
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 September 24th, 2021, 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 easment for this
drain should be confirmed with the Hamilton County Surveyor's Office.
7.Per the National Wetlands Inventory online mapping data on September 24th, 2021, 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: Paul Singh Type of Survey:Boundary Survey with Topography
Indy Holdings LLC Class of Survey: Urban Survey (865 IAC 1-12-7)
4949 E. Thompson Road Field Work Completed: September 17th, 2021
Indianapolis, IN 46239.
Job Number: 2021-234
Location of Survey: NE Quarter S25-T18N-R3E
Theory of Location
The subject 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
tract was created from Block "B" to be 1.1 acres in size and on the east side of the block.
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 Limitations and Uncertainty
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.
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).
GRAPHIC SCALE
1 inch = 20 feet
0 10 4020