HomeMy WebLinkAbout04090045 O'Malia Fireplace, Asbuilt Survey0
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VINCINITY MAP
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WEST (D) S 88° 34' 37 "W (M)
GRAPHIC SCALE
20
1 inch 20 ft..
40
1-800-382-5544
TOiJ
EXCEPTION PARCEL
DLDS Capped 5 /8" Rebar Set Flush
3.4" S. of Cripe Capped Rebar
S88 °34'37 "W
110.10' (D /M)
East (D) N 88 34'37"(M)
P. K. TILKA
IN. #97- 9725386
NMI MI
LEGEND
grass
LW Water Meter
rc Gas Meter
c Light Post
Corner Post
Pl Tree Stump
Tree
Storm Inlet
Power Pole
Sewer Manhole
Drainage Manhole
Curb Inlet
."J
0
0
0
Existing Building
Air Conditioning Unit
1" I. Pipe Fd. 0.5'
E. of N.W. Corner
Parcel II
8"
P.O.B. Exc j
Parcel Possible
1" I. Pipe (Fd) 0.53' overlap
0.66 E. of Prop. Cm.—/ by descriptions
12'
Shed
f
1 1/2 Block
Garage
r 1. 7'
21'
Approx. Location
8" Perf Rigid PVC
1 %2 Story Block Garage
1,928 Sq. Ft.
60'
STR. #507
12" PVC N EL. 798.97' 71.43
15" PVC S EL. 818.44'
grassy area
gravel
5 4 Miller Capped Rebar
Fd. 0.53'
N. of Prop. Line
Concrete Pavement
Parcel I
.366 Ac.±
i
.SL'
227.9'(D) 227.78'(M)
East (D) West (D) N88 °34'37" E(M)
337.2' (D /M)
Parcel I I
.364 Ac.±
Gravel Drive
Gravel
City of Carmel Redevelopment
Commission
IN. #2004 -50883
4,
;grass
16'
GENERAL NOTES:
S. Line
IN. 2004 -50883
c1'
22.4'
x x
x
x` �y
t Existing Swale
36.7'
4'
�Lc 14.5'
co
7.4'
20.5'
O
7'
Existing Building
2,855 Sq. Ft.
61.2'
227.1' (D /M)
2 Sty. Vinyle Frame
1,314 Sq. Ft.
DLDS Capped
Rebar Set 2.1'
W. of Prop. Cor.@
Back Swk.
13'$ <NI
H. M. Hartman
D.B. 309 Pg 333
14'
+ti Qti
28'
28.5'
SV
8°
This survey is subject to review of a current title commitment regarding easements
and /or restrictions which may benefit or encumber the subject premise. No
commitment had been received as of the date of this survey.
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 DeBoy Land Development Services, Inc., its employees, agents,
and /or assigns, be liable for any damages arising out of the furnishing andlor 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.
Possession lines are referenced at monumented corners only. Possession lines may
vary between said corners.
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 DeBoy Land Development Services, Inc., its
employees, agents, and/or assigns, be liable for any damages arising out off the
furnishing and /or use of such information.
As used in this survey, certify means to state or declare a professional opinion of
conditions regarding those facts or finding which are the subject of the certification
and does not constitute a warranty or guarantee, either expressed or implied.
The zoning classification for the surveyed real estate, as established by governmental
records, and its corresponding setback requirements is B -1. This zoning requires the
following: A) Build -to Line: 0 feet, subject to recorded utility easements; Maximum 10
feet, subject to recorded utility easements and to subparagraph C (See Ordinance); B)
Side and Rear Setbacks: 0 feet, but may not encroach into required landscape areas;
C) Minimum building height: 26'; Maximum building height: 35' or 3 stories, whichever
is greater if adjacent to single family residential area; 55' of 5 stories, whichever is
greater.
I further certify that the above described real estate does not lie within Zone A, as
shown on Flood Insurance Rate Map #18057CO206F and #18057CO207F, dated
February 19, 2003, as prepared by the Federal Emergency Management Agency.
10.5' 1---
Wood Deck
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22'
West (D) N88 °34'37 "E (M) 336.40 227.
SIP Rebar (Fd J r
1.96' W. of Prop,, :or.
Back Swk
brick pavers
34.5'
5 9'
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N.E. Cor., S.E.
Sec. 25 -18 -3
Harrison Monu. Fd.
per C.S. ties
(Nothing Set)
N
0
m
P.O.B. Parcel 1 539.5' N
of S.E. Cor.,N %2, SE
Sec. 25 -18 -3
(Nothing Set)
--(Nothing Set)
403.5' N
P.O.B. Parcel I 1 469.5' N
of SE Cor.,N 2, SE
Sec. 25 -18 -3
S.E. Cor., N 3 S.E. %4
Sec 25 -18 -3
Calculated Position
S.E. Cor.
Sec 1/4 Sec 25 -12 -3
Harrison Monu. Fnd
per C.S. ties
SURVEYOR'S REPORT
The purpose of this project was to prepare a situation survey of the former O'Malias
Fireplace Shop site located at 220 South Rangeline Road, Carmel, Indiana. No title work was
provided as of the date of this survey. Fieldwork for this project was conducted during the
second week of September, 2004. Research was conducted at the offices of the Hamilton
County Recorder, the Hamilton County Surveyor, the Carmel Engineers office, and through
the Hamilton County web site. The basis of bearings used for this survey was taken from
the record descriptions which assume the East line of Southeast quarter of Section 25,
Township 18 North, Range 3 East to be due North.
Reference monumentation recovered for this project consisted of the following: 1) a
Harrison monument found at the Northeast corner of the above -said quarter section; 2) a
Harrison monument found per County Surveyor ties, at the Southeast corner of said
Southeast quarter; and 3) numerous iron pins and pipes found on or around the subject site
and adjoining properties. Uncertainty due to reference monumentation varies, but is
estimated to be less than a foot for this survey.
The descriptions for the subject tract and the adjoining premises were reviewed for gaps or
overlaps. The deeds for the subject premises do not cite specific bearings, but make
general cardinal calls. The adjoiner to the South is described by bearings and distances but
also makes calls to record monumentation. This created a slight overlap of approximately
0.53 feet at the Northwest corner of the southern adjoiner, as shown hereon. The deed for
the property conveyed to The City of Carmel Redevelopment Commission was also
described by metes and bounds. It also included a 15 -foot strip around the perimeter where
it adjoins the subject site's boundaries. This strip was apparently included to clear any
cloud of title between the lines of land owned by the O'malia Trust and the land quitclaimed
to the Redevelopment Commission. Therefore, based on the above information,
uncertainties due to descriptions are estimated to be 0.53 feet for survey.
The physical centerline of Rangeline Road lies approximately 5.9 feet West of the Section
line as shown. Monumentation was found along the back of the sidewalk possibly indicating
the right -of -way. However, the deed for Parcel 1 calls for the site to be "subject to a 60 -foot
right -of -way on the East side of the premises Assuming the centerline of the right -of -way
to be centered on the physical centerline of Rangeline Road, as it now exists, the half right
of --way would lie within the existing concrete sidewalk, as shown. The 15 -foot building
setback line shown hereon, as derived from the Carmel Zoning Ordinance, was measured
from said half right -of -way line. A fence line occupies part of the South line of Parcel II, as
shown, varying by up to 4 feet. Pavement runs along the North line of Parcel 1 varying by up
to 3.18 feet. Therefore, due to the above- stated ambiguities, uncertainty due to occupation
is estimated to be 6 feet for this project.
The theoretical uncertainty of position of the lines and corners of this tract is within
specifications for a B (0.25 feet) survey as defined in Title 865, Article 1, Rule 12,
Sections 1 through 29 of the Indiana Administrative Code.
Certified to: Helen J. O'Malia, Trustee of the Trust Created by Helen J. O'Malia
CERTIFICATE OF SURVEY
I, the undersigned, a Registered Professional Land Surveyor in the State of Indiana, do
hereby certify that this plat of the following described real estate was prepared under my
direct supervision, and to the best of my knowledge, information and belief, was executed
in accordance with the requirements of the Indiana Survey Standards as defined in Title
865, Article 1, Rule 12 of the Indiana Administrative Code:
Part of the Southeast Quarter of Section Twenty -five (25) Township Eighteen (18) North,
Range Three (3) East, described as follows:
Begin at a point 539.5 f et North of the Southeast corner of the North Half of the Southeast
Quarter, Section 25, Township 18 North, Range 3 East; thence West 227.9 feet to an iron
stake; thence North 70.0 feet to an iron stake; thence East 228.7 feet to the intersection of
East line of said Quarter; thence South 70.0 feet to the place of beginning.
Subject to a sixty (60) foot right -of -way for Rangeline Road on the East side of premises.
ALSO:
Part of the Southeast Quarter of Section (25) Township (18) North, Range (3) East, more
particularly described as follows:
Begin at a point 469.5 feet North of the Southeast corner of the North Half of said Southeast
Quarter; run thence West 336.4 to the East line of Willow Street; thence North on the East
line of said Willow Street 70.0 feet; thence East and parallel with said South line 337.2 feet to
the East line of said Quarter Section; thence South on said East line 70.0 feet to the Place of
Beginning.
EXCEPT: A part of the Southeast Quarter of Section 25, Township 18 North, Range 3 East,
more particularly described as follows:
Beginning at a point 469.5 feet North and 227.1 feet West of the Southeast corner of the
North Half of said Southeast Quarter, and run thence West 109.3 feet to the East line of
Willow Street; thence North on the East line of Willow Street 70 feet; thence East 110.1 feet,
more or less to a point 227.1 feet West of the East line of said Section; thence South 70 feet
to the Place of Beginning.
1 further certify that this map or plat and the survey on which it is based were made in
accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title
Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes
Items 1, 2, 3, 4, 5, 6, 7a, 8, 9, 10, 11 a (per visual observations only), and 13 of Table A
thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and CSM and in
effect on the date of this certification, the undersigned further certifies that proper field
procedures, instrumentation, and adequate survey personnel were employed in order to
achieve results comparable to those outlined in the "Minimum Angle, Distance and Closure
Requirements for Survey Measurements Which Control Land Boundaries for ALTA /ACSM
Land Title Surveys.
Corners were established and improvements were located as shown hereon.
Certified this 22 day of September, 2004
DeBoy Land Development Services, Inc.
/04,
Michael L. DeBoy
Registered Land Surveyor No. 0539 -IN
1
OF
DATE: SEPT. 21, 2004
SCALE: 1" 10'
PROJECT NO. 2004 -0033
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