HomeMy WebLinkAboutSETBACK REQUIREMENTS SURVEYI
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SCANNED
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St Lucie County
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15' Building Setback Line
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The North 67.42' of South
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622.5' of the South 1037.5' of
nthe East 210' of the West J of
Fthe SE i of the NW} of Section
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M One Story Residence
2711 S. 19th St.W
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C.0ita, MA
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FEMA Flood Zone data shown here on is based on the visual inspection of
the digital Flood Hazardous Mope provided by the Federal Emergency
Management Agency (FEMA) and to limited to the accuracy of such maps.
Flood Zane: X Community /: 120285 Panel g: 01861 and 187K Date: 2.19.2020
LEGEND
LEGEND
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PREPARED FOR:
For the sole use by Mansueto D. Crowell
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as - corvneta rod a fli"t 614e,ant
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Fes.' - romm 112' "a' woo veh cae
roelieiF'°"°'""
_ F° " Ne° """ Did,Prepared
By: Regina C. Kamer, PSM#4363
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Kamer Surveying, Inc" LB#7357
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S Coronado Avenue
W Comer of the 14 of the
I SE i of the SE j of the NW
of I i Section 21, Township 35
cement South. Range 40 East
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Porta4 242124100100003
Steel Building on
Concrete at
Elevation 6.05'
60.2'
6' Wood Fence
Purcell 24212410010DO03
Ponce De Leon Prado
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LEGAL DESCRPTION
The North 67.42 feet of the South 622.42 feet of the East 210 feet of the West 1/2 of the
Southeast 1/4 of the NW 1/4 of Section 21, Township 35 South, Range 40 East of the Public
Records of St. Lucie County, Florida.
and
The North 70 feet of the South 140 feet of the North 622.5 feet of the South 1037.5 feet of
the East 210 feet of the West 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 21,
Township 35 South, Range 40 east of the Public Records of St. Lucie County, Florida.
and
From the Southwest corner of the North Half of the Southeast Quarter of the Southeast Quarter
the Northwest Quarter of Section 21, Township 35 South, Range 40 East, St. Lucie County,
Florid3-rum-North 190 feet to the Point of Beginning; thence run East 344 feet; thence run North
132.97 feet; thence run West 352.39 feet more or less to the Northwest corner of the North Half
of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter; thence run South
133.58 feet more or less to the Point of Beginning.
(� FIPC=
Parcet/ 242124100110000 71.0'
Parcels 242124100120007
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N77"59'00'W 352.39' (M & Deed) FIP 6' Ci7,.__._
Woad Fence
N
h
Shed Covered
on Wood
Cont. Deck
Generator
Parcel' 24212410010000J S78"05'13"E 350.79'(M)
344' (Dead)
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Parcel/ 242124100130004 Parce4 242124100t400
-I� 6' Fence
Woad Fe
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4' Hogwrre Fence
15' Building Setback Line_--_____
25' Building Setback Line
Parcel?
242124400040007
145.9,
SURVEYOR'S REPORT
1 This Survey shall not be valid unless sealed I with an embossed Surveyor's Seal
2 No underground improvements have been looted as part of this Survey.
3 The last field date of this Survey was: 12.12.19, 4.28.20 Form Board Tie In
4 This Survey was prepared using Deed Legal 'Description and adjacent plats of record if available.
No other documents were provided and no search of the public records was performed by this
office.
5 This Survey was prepared in accordance with the standards for the practice of Surveying &
Mapping as defined in 5J-17.050-052FAC.
6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the
amount paid for said Survey.
7 Unless other wise noted all bearing and distances are in accordance with the record plat and have
been verified by field measurements. See map for bearing base.
8 Parcel/Lot line locations have been based on found survey control along the center and or right
of way line of adjacent right of ways and found control along adjacent parcel limits. A portion of
the Northerly limits also reflects an occupied line. This line appears to have been established by
holding to the width as identified by that deed and based on existing survey control along its North
line. This line appears to be in conflict with the width identified in the Legal description for the
subject properties of Parcel 2.
9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
11 No ownership of fence lines has been determined as part of this Survey.
12 Off set calls to found survey control are relative to the nearest property comer, intersection of
lines, point of curvatures (PC), point of reveres curvatures (PRC) or other identifiable point.
13 Compliance with local zoning requirements and or with requirements set forth by other State,
Public, and/or Private entities has not been Verified as part of this Survey.
14 Elevations shown hereon ore in accordane@ to the North American Vertical Datum of 1988
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4' Chain Link Fence
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Paro,11 242124400050
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KARNER SURVEYING, INC.
'eaidential & Commercial land Surveying Services
40 SW Martin Downs Blvd.#333, Palm City, F1.34990,
hoaw (772) 288 7206 Fax: (772) 223 6181 ' �""=•,: �
FRL- C'EiVLlEDR 2 9 2022.ue Cm-Ity, P..:rinittin9
^"" • oW�M ,. Boundary Surveil
...3.4.20
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