HomeMy WebLinkAboutBikeRack-DLjE G
ASPHALT
CONCRETECONCRETE WALK
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CONCRETE WALK
PUBLIC ROAD
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27.9'
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TRACT A
POINT OF BEGINNING
TRACT B
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N89°54'39"E 300.00'(M)
N89°18'16"E 300'(D) EAST 300'(D)
6.5'
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N89°54'39"E 100.00'(M) N89°18'16"E(D)
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TRACT A
MILLER/McCOMAS PROPERTY GROUP, LLC
INSTRUMENT #9863610
0.53 ACRES± (22,998.5 SQUARE FEET±)
TAX PARCEL #16-14-06-01-01-003.000
TRACT B
DANETTE M ROLAND
INSTRUMENT #2010052730
TAX PARCEL #17-14-06-01-02-001.000
CHARLES MICHAEL & KAREN C. BROWN
INSTRUMENT #8706526
TAX PARCEL #17-14-06-01-01-004.000
SOUTH R/W LINE
116TH STREET
COYOTE ENTERPRISES, INC.
INSTRUMENT #2017014602
TAX PARCEL #16-14-06-01-01-002.000
SOUTH R/W LINE
116TH STREET
48
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GRADE IS AT TOP OF WALL AND
CONTINUES SOUTH ALONG EAST
SIDE OF BUILDING
GRADE BREAK 40'S
OF BUILDING CORNER
GRADE EVEN WITH
CORNER OF BUILDING
2 STORY FRAME W/STONE BUILDING
GROUND LEVEL - 3,640 SQUARE FEET±
2ND STORY - 4,135 SQUARE FEET±
BUILDING HEIGHT=24'±
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APPROX. LIMITS FLOOD HAZARD
ZONE "AE" AS SCALED FROM FIRM
MAP NUMBER 18057C0209G
DATED NOVEMBER 19, 2014
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ASPHALT
ON LINE
REBAR W/CAP SET
ASPHALT 3.5'N, 3.3'E
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7.2'
REBAR
W/CAP SET
REBAR W/CAP
SET 45.0'S
SOUTH R/W LINE
116TH STREET
5.9'
18.0'
18' TEMPORARY
GAS PIPELINE
EASEMENT
NOT YET
RECORDED
101.92
NW CORNER, NW 1/4
SECTION 6-T17N-R4E
BRASS PIN IN BOX FOUND
SW CORNER, NW 1/4
SECTION 6-T17N-R4E
HARRISON MONUMENT
FOUND
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NE CORNER
SECTION 6-T17N-R4E
NE CORNER, NW 1/4
SECTION 6-T17N-R4E
CALCULATED LOCATION
(SEE REPORT)
SE CORNER, SW 1/4
SECTION 31-T18N-R4E
HARRISON MONUMENT FOUND 88.68'
of
NORTHERN COMMERCIAL
12401 OLD MERIDIAN ST
CARMEL, IN 46032
Reference #:
PREPARED FOR:
.. ....
DATE REV. DESC. REV. #
VICINITY MAP - NOT TO SCALE
Date Plotted:
Drawn By:
Approved By:
Date of Last Field Work:
ALTA / NSPS LAND TITLE SURVEY
1717 E 116TH STREET
0.53 ACRES±
ALTA/NSPS LAND TITLE SURVEY
RETRACEMENT SURVEY
1 1
Sheet Number :
Project Number:
DRAWING LEGEND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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B
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PROJECT LOCATED IN:
Formerly SEA Group
494 Gradle Drive Carmel, Indiana 46032
Phone: 317.844.3333 Fax: 317.844.3383
infocarmel@v3co.com V3co.com
Surveyors - Scientists - Engineers
SECTION 6 - TOWNSHIP 17 NORTH - RANGE 4 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
20656
TMS
tms
11/7/2020
11/20/2020
..
SITE
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 same 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 South 89 degrees 54 minutes 39 seconds East along the north line of the Northwest Quarter of Section 6, Township 17 North, Range 4
East, per the Indiana State Plane Coordinate System - East Zone.
The surveyed tract of land lies within the Norhtwest Quarter of said Section 6. A prior survey of Woodland Golf Course lying in said Section 6 was performed by SEA Group
(now known as V3 Companies) as Project C12-7464. Geometry for Section 6 is based upon that shown on said survey completed in 2012. An Affidavit of Adverse Possession
recorded as Instrument #200100035335 in the Office of the Recorder of Hamilton County, Indiana, describes the overall parcel of land known as Woodland Country Club which
was used during said survey to recreate the boundary thereof. This overall perimeter description combined several parcels of land which Woodland acquired over time. This
description and the corresponding survey done by MidStates Engineering, certified on May 16, 2001, and included in said Affidavit, was created at the time to include portions
of land noted as deed gap areas between the lines of the parcels which make up the overall Woodland Country Club. Geometry shown on said MidStates Engineering survey
was used during the prior survey by SEA Group. During said surveys, the north line of Section 6 was held as a straight line between the northwest and northeast corners of the
Section. The Hamilton County Surveyor's Office have corner record ties for the monument at the north quarter corner of said Section 6 and the south quarter corner of Section
31 to the north. These monuments lie 11.3 feet north of the line established between the northwest and northeast corners.
During this survey, monuments were recovered marking the northwest, northeast and southwest corners of the Northwest Quarter Section of Section 6, Township 17 North,
Range 4 East, per the Hamilton County Surveyor's Office corner records.
The surveyed tract of land is described in Instrument #9863610 as two tracts of land noted as Tract A and B and noted on this survey as such. The Tract A description contains
cardinal directions East, South, West and North to define the directions of the lines. Based upon controlling calls in adjoining deeds and within the description for Tract B, these
lines were held along and parallel with the north and west lines of the Quarter Section.
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
The following section corner monuments were found marking the corners of the Northwest Quarter of Section 6, Township 17 North, Range 4 East, per the Hamilton
County Surveyor's Office corner records:
- Northwest corner - Brass pin in a box was found.
- Southwest corner - Harrison monument found.
- Northeast corner - Monument not found. Per the records, this corner is marked by a Mag spike with a washer. The Harrison monument lying 88.68 feet to the west
marking the south quarter corner of Section 31 was found and in agreement with the location noted on the corner records. The coordinates listed on the corner
records for this corner were held to establish it's location.
- A Harrison monument was found marking the south quarter corner of Section 31, Township 18 North, Range 4 East. Said monument lies 88.68 feet west of the north
quarter corner of Section 6 per the records as noted above.
- No additional monuments were found at or near the established corners for the subject real estate and its adjoiners and will be set.
- The amount of uncertainty created by the controlling monuments and any other monuments shown hereon is equal to 11.5 feet, more or less.
B. Occupation or possession lines
- The grade of the east adjoining tract of land lies near the top of a 6 foot concrete retaining wall near the northeast corner of the surveyed tract of land and lies against
the east wall of the building. The grade breaks approximately 40 feet south of the northeast corner of the building and tapers down to ground level near the southeast
corner thereof. The building lies between 6.1 and 6.5 feet west of the east line.
- The south edge of the parking lot lies as near as 2.0 feet north of the south line.
- The west edge of the parking lot lies along the west line and up to 3.3 feet east of the west line.
- The north line lies within 116th Street.
- The amount of uncertainty created by these discrepancies is equal to 6.5 feet, more or less.
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
- Due to controlling calls contained in the record descriptions for the surveyed tract of land and the adjoining tracts for the north/south lines to be parallel with the west
line of the Quarter Section and the east/west lines to be parallel with the north line.
- There were no gaps or overlaps in title or deed lines 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.
CERTIFICATE OF LAND SURVEY
This Land Survey, prepared by V3 Companies, is hereby certified to the following:
La Mouche LLC
Miller McComas Property Group LLC
Monument Title Insurance Company LLC
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 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land
Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, 11 and 13 of Table A thereof. The fieldwork was completed
on November 20, 2020.
To the best of my knowledge and belief the within plat also represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana
Administrative Code. The topographic data was gathered using standard radial surveying techniques with an Electronic total station and data collector and/or using Global
Positioning (GPS).
Date of Plat or Map: November 24, 2020
____________________________
Tania M. Strug
Professional Land Surveyor #LS20400014
tstrug@v3co.com
REDACTION STATEMENT
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, Tania M. Strug.
This document was prepared by Tania M. Strug.
RECORD DESCRIPTION
Warranty Deed - Instrument #9863610
TRACT A:
Part of the Northwest Quarter of Section Six (6), Township Seventeen (17) North,
Range Four (4) East: more particularly described as follows:
Beginning at a point 300 feet East of the Northwest corner of the Northwest
Quarter of said Section 6, Township 17 North, Range 4 East, and run thence
East 100 feet, thence South 170 feet, thence West 100 feet, thence North 170
feet to the place of beginning.
ALSO TRACT B:
Part of the Northwest Quarter (1/4) of Section 6, Township 17 North, Range 4
East in Hamilton County, lndiana, more particularly described as follows:
Commencing at the Northwest corner of the Northwest Quarter of Section 6,
Township 17 North, Range 4 East and proceed North 89 degrees 18 minutes 16
seconds East (assumed bearing) to a point on the North line of the said
Northwest Quarter which is 300 feet East of said Northwest corner; continue
South 00 degrees 00 minutes 00 seconds parallel with the West line of said
Northwest Quarter 170 feet to a point which is the POINT OF BEGINNING of this
legal description.
Beginning at the point designated above which is 300 feet East and 170 feet
South of the Northwest corner of the Northwest Quarter, proceed thence North
89 degrees 18 minutes 16 seconds East a distance of 100 feet; thence South 00
degrees 00 minutes 00 seconds parallel with the West line of said Northwest
Quarter a distance of 60 feet: thence West and parallel with the North line of the
said Northwest Quarter a distance of 100 feet; thence North a distance of 60 feet
to the point of beginning.
LAND SURVEYOR'S NOTES
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 V3 Companies, 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.
Current ownership for the Subject and Adjoining real estates are shown per County
Assessor records, and any documents listed hereon can be obtained from the County
Recorder's Office.
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.
UTILITY NOTE
Any underground utilities depicted on the attached plat of survey were located per visual
observations or utility markings on the ground by Indiana 811 during the 2015 survey. 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 V3, 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 Indiana 811 at 1-800-382-5544 or until they are excavated
to verify the location and path of the utility lines.
Indiana 811 was contacted on October 26, 2020, to request utility locates (reference
ticket number 2010266002). However, lacking excavation, the exact location of
underground features cannot be accurately, completely and reliably depicted. Where
additional or more detailed information is required, the client is advised that excavation
may be necessary.
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 City of Carmel, Hamilton County, Indiana, Map Number 18057C0209G,
dated November 19, 2014, and was found to be located in Flood Zone X unshaded, being
within Community Panel Number 180081.
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 Monument Title Insurance
Company, LLC, agent for Chicago Title Insurance Company, having an Issuing Office File
Number of 20-4132 and is dated effective October 8, 2020. Survey-related exceptions
that were disclosed within Schedule B, Part II, of said title commitment have been
depicted on the survey, each being identified by their recording data.
Notes on those survey related exceptions with regard to the Subject Real Estate:
13. Ordinance No. C-257 - Instrument #200300123338 - Blanket in nature.
14. Dedication of Land for Public Roadway - Book 292, Page 92 - Shown on survey.
15. Temporary Easement - not yet recorded - Shown on survey. Easement is granted to
Indiana Gas Company, dba Vectren Energy Delivery of Indiana, Inc.
SURVEY MARKER FOUND
SECTION CORNER
BOLLARD
BOUNDARY LINE
EASEMENT LINE
SECTION LINE
CENTERLINE
(D) DEED BEARING/DISTANCE
(C) CALCULATED BEARING/DISTANCE
(M) MEASURED BEARING/DISTANCE
(R) RECORD BEARING/DISTANCE
WOOD FENCE
UNDERGROUND ELECTRIC
WATER MAIN
OVERHEAD LINES
GAS MAIN
N NORTH
S SOUTH
E EAST
W WEST
WATER METER
GAS METER
TELEPHONE PEDESTAL
LIGHT STANDARD
ELECTRIC METER
ELECTRIC PEDESTAL
POWER POLE
ANCHOR
GAS VALVE
WATER VALVE
HYDRANT
ELECTRIC TRANSFORMER PAD
RIGHT-OF-WAY LINE
11/5/2024