HomeMy WebLinkAboutS1.03510 E. 96th Street
Tom Wood Powersports
Carmel, Indiana
Owner:
Regulatory Agency: City of Carmel Planning and
Zoning Department
Ph. 317-571-2417
City Hall, One Civic Square
Carmel, IN 46032
Wood 96th Street RE LLC
9820 Association Ct
Indianapolis, IN 46280
SECTION BREAKDOWN
S8-T17N-R4E
S1.0
Sheet No. :
Project Number:
Bordenet Civil Engineering &
Land Surveying, LLC
Ph. 317-536-6181
Fax: 317-536-6220
8902 Alibeck Ct.
Indianapolis, IN 46256
2021-223
GENERAL NOTES
BOUNDARY SURVEY
- IAC 865 RULE 12 -
WEST BOUND 96TH STREETENTERPRISE DRIVEGRAPHIC SCALE
1 inch = 20 feet
0 10 4020
LEGAL DESCRIPTION
DEED [Hamilton County Instr. 2011022577]
A part of the South Half of the Southwest Quarter and 10 acres off the South side of the Northwest Quarter of the Southwest Quarter of Section 8, Township 17 North, Range 4 East,
Hamilton County, Indiana, described as follows:
Beginning at the Southwest corner of East 325 feet on and along East 96th Street to a point (includes 25 feet of easement for County Road along West end of property); thence North
326 feet to a point (includes 35 feet of easement for 96th Street); thence West 325 feet to a point; thence South along the West property line 326 feet to the point of beginning.
A modernized description of the foregoing-described land is as follows:
BEGINNING at the Southwest comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County,
Indiana; thence North 90 degrees 00 minutes 00 seconds East (assumed bearing) 325.00 feet on the South line of said Southwest Quarter; thence North 00 degrees 05 minutes 50
seconds West 326.00 feet parallel with the West line of said Southwest Quarter; thence South 90 degrees 00 minutes 00 seconds West 325.00 feet parallel with the South line of said
Southwest Quarter to the West line thereof; thence South 00 degrees 05 minutes 50 seconds East 326.00 feet on the West line of said Southwest Quarter to the BEGINNING POINT.
TOGETHER with a non-exclusive easement for sanitary sewer pipeline as created and granted in a Sanitary Sewer Easement dated October 7, 1985 and recorded October 8, 1985 in
Easement Record 3, page 184 in the Office of the Recorder of Hamilton County, Indiana.
Property Address: 3510-3520 E. 96th Street, Indianapolis, IN
EXCEPT
R/W GRANT [Hamilton County Instr. 2017027597]
A part of the Southwest Quarter of Section 8 Township 17 North, Range 4 East, Hamilton County, Indiana, and being that part of the grantor's land lying within the right of way lines
depicted on the attached Right of Way Parcel Plat, marked EXHIBIT "B", described as follows: Commencing at the southwest comer of said quarter section, designated as point "15"
on said plat; thence along the south line of said quarter section South 89 degrees 30 minutes 18 seconds East 325.00 feet to the prolonged east line of the grantor’s land; thence along
said east line North 0 degrees 17 minutes 17 seconds East 55.00 feet to the north boundary of the 96th Street and the point of beginning of this description; thence along said north
boundary North 89 degrees30 minutes 18 seconds West 154.90 feet to point “174” designated on said plat; thence North 80 degrees 46 minutes 04 seconds East 71.02 feet to point
"175" designated on said plat; thence North 71 degrees 00 minutes 32 seconds East 68.95 feet to point "176" designated on said plat; thence South 89 degrees 30 minutes 48 seconds
East 19.77 feet to the east line of the grantor's land; thence along said east line South 0 degrees 17 minutes 17 seconds West 35.00 feet to the point of beginning and containing 0.061
acres, more or less.
SURVEYED PARCEL DESCRIPTION
A part of Southwest Quarter of Section 8, Township 17 North, Range 4 East, Hamilton County Indiana, and more particularly described as follows:
Commencing at the southwest corner of said Southwest Quarter thence North 00 degrees 05 minutes 50 seconds West on the West line of said Southwest Quarter 55.00 feet to the
POINT OF BEGINNING of this description; thence South 90 degrees 00 minutes 00 seconds East parallel with the South line of said Southwest Quarter of 170.17 feet; thence North
80 degrees 16 minutes 22 seconds East 71.02 feet; thence North 70 degrees 30 minutes 50 seconds East 68.95 feet, thence South 90 degrees 00 minutes 00 seconds East 19.77 feet;
thence North 00 degrees 05 minutes 50 seconds West parallel with the West line of said Southwest Quarter 236.00 feet; thence North 90 degrees 00 minutes 00 seconds West parallel
with the south line of said Southwest Quarter 325.00 feet to the West line of said Southwest Quarter; thence South 00 degrees 05 minutes 50 seconds East on the West line of said
Southwest Quarter 271.00 feet to the POINT OF BEGINNING. Containing 1.96 acres, more or less.
SURVEYOR’S CERTIFICATE
To Wood 96th Street RE, LLC:
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: January 21, 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 determine property lines and obtain topographic data for site design purposes..
4. This survey was performed without the benefit of a current land title insurance commitment which may have disclosed information that affects the surveyed tract.
5. The surveyed tax parcel contains a total of 1.96 acres, more or less (net area does not right-of-way).
6. Based upon a scaled interpretation of the FLOOD INSURANCE RATE MAP NOS. 18057C0236G for City 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. The within described real estate IS located within (unshaded) Zone X (Areas determined to be outside 500-year flood plain). 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.
7. The underground utilities depicted on the attached plat of survey have been located as allowed by visual inspection and limited IUPPS utility markings (Ticket No.
2101083280). 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.
8. Per the Hamilton County online GIS map data on January 12th, 2021, no part of this property contains a legal (regulated) drain.
9. 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: Wood 96th Street RE, LLC Type of Survey: Boundary Survey
Job Number: 2021-223 Class of Survey: Urban Survey (865 IAC 1-12-7)
Location of Survey: SW Quarter S8-T17N-R4E Field Work Completed: January 12, 2021
3510 & 3520 E. 96th St., Fishers, Indiana
Theory of Location
The subject parcel is bounded on the south and west sides by the south and west lines of the Southwest Quarter of S8-T17-R4E. The south line of the quarter was established by
surveyed measurements of the southwest corner and south quarter corner of the section.
No record ties for the west quarter corner of the section exist with the Hamilton County Surveyor. The west line of the southwest quarter section was established by the southwest
corner of the section and the subject parcel's deed bearings which call for (along) said west quarter section line. The west line of the adjacent parcel to the north also was bounded by
the west line of the quarter section and its deed calls coincided with the subject parcel in establishing the same west quarter section line.
The north and east lines were established by deed distances and qualified as parallel to the south and west quarter section lines as previously described.
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 southwest corner of the southwest quarter of S8-T17N-R4E is a PK nail with 4 adjacent witness nail approximately 2' away from the corner PK. This location matched
the state plane coordinate within 0.09' surveyed by GPS in other recent surveys by this surveyor. It is apparent that this corner will be (re)set by the Hamilton County
Surveyor after current road construction is completed. Uncertainty due construction limitations and historical accuracy of this monument is indeterminable, but assumed to
be less than 1'.
2. The south quarter corner of S8-T17N-R4E was obliterated by recent construction activity as were 3 of the 4 ties indicated by county tie records. This location was
established by the corner as measured in other recent surveys by this surveyor. Uncertainty due construction limitations and historical accuracy of this monument is
indeterminable, but assumed to be less than 1'.
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:
1. Parking lot improvements serving the subject parcel were observed along the north, east, and south property lines. They followed the property lines in close proximity with
no encroachments.
2. Parking lot improvements serving the subject parcel were also observed along the west apparent right-of-way line. No right-of-way grants were found that indicate the east
side of the Enterprise Drive right-of-way was ever granted in fee. This seems to be consistent with county GIS parcel plat records.
3. A concrete right-of-way marker was found approximately 0.6' south of the subject parcel line and in line with the south extension of the apparent east right-of-way line of
Enterprise Drive. See item number 3 in the "C. Clarity and/or ambiguity of the record description(s)" section of this report.
C. Clarity and/or ambiguity of the record description(s)
The record descriptions for the adjoining real estate were obtained and mathematically retraced in an effort to disclose possible gaps and/or overlaps between the lines of the
surveyed tract and those of the adjoiners.
1. The subject parcel's and adjacent parcels' legal descriptions had deed gaps and overlaps of less than 0.01'. This is presumed to be a result of mathematical rounding and is in
the surveyor's opinion negligible. It is this surveyor's professional opinion that there are no uncertainties in the lines of the surveyed real estate and those of the adjoiners due
to discrepancies in the record descriptions.
2. A recent right-of-way of way grant at the parcel's southeast corner was dependent on the determination of the west line of the Southwest Quarter. Discrepancies between the
subject parcel's deed and the route survey plat describing the recent right-of-way grant create uncertainties of less than 0.2' east-west and less than 0.1' north-south for those
corners created by the right-of-way grant.
3. An electric easement grant (Instr. No. 2019036931) shown near the southwest corner of the subject parcel appears to be qualified to the east Enterprise Drive right-of-way
line. No fee simple grant of said apparent right-of-way was found in a 20 year deed record search of the subject parcel. The right-of-way depicted on this survey is depicted
as being an easement in nature with the subject parcel line's fee ownership going into the Enterprise Drive traveled way. See item number 3 in the "B. Occupation or
possession lines" section of this report for a description of a concrete monument near the intersection of the east apparent right-of-way line of Enterprise Drive and the north
right-of-way line of 96th Street.
D. Measurements (Relative Positional Accuracy)
The Relative Positional Accuracy of 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).
LEGEND
06/30/21