HomeMy WebLinkAboutformboardLEGAL DESCRIPTION
Lots 1 and 2, Block 1, Cardinal Glen, according to the Plat thereof, os recorded
in Plat Book 11, Page 14, Public Records of St. Lucie County, Florida.
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FEMA Flood Zone data shown here on is based on the
visual inspection of the digital Flood Hazardous Maps j o
provided by the Federal Emergency Management Agency
(FEMA) and is limited to the accuracy of such maps.
Flood Zone: X, Community #: 120285, Panel #: 0189 j PP
Suffix: K Date: 2.19.2020 , ,fin
LEGEND
C — Concrete
CIE — Covered Entry
CAC — Concrete Pad with Air Conditioning
CB — Catch Basin
CBS — Concrete Block Structure
CMP — Corrugated Metal Pipe
CPE — Concrete Pad with Pool Equipment
CTV — Cable TV Box
FFE — Finished Floor Elevation
GV — Water Gate Valve
HYD — Fire Hydrant
OIL — Overhead Utility Line
PP — Power Pole
SSMH — Sanitary Sewer Manhole
TCB — Telephone Communications Box
UB — utility Box
WM — Water Meter
LEGEND
FCM — Found 4"x4"Concrete Monument
FIP — Found }" Iron Pipe
FIPC — Found Iron Pipe with Cap
FIR — Found #5 Iron Rod
FIRC — Found 15 Iron Rod with Cap
SIRC — Set 15 Iron Rod with Cap "LB17357"
FIPC — Found 112" Iron Pipe with Cop
FM — Found Mag Nail
FMD — Found Mag Nail with Disk
FN — Found Nail
FNTT — Found Nail with Tin Tab
FPK — Found PK Nail
FPKD — Found PK Nail with Disk
FRRS — Found Rail Road Spike
/CO — In Pavement Cut Out
SURVEYOR'S REPORT
1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal
2 No underground improvements have been located as part of this Survey.
3 The last field date of this Survey was: 4.20.20.
4 This Survey was prepared using the Plat of Record only. No other documents were
provided and no search of the public records was performed by this office.
5 The Survey was prepared in accordance with the standards for the practice of Surveying
and Mapping as defined in Chapter 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 line of
Pressler Lane.
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 corner,
intersection of lines, point of curvatures (PC), point of reverse 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 are in accordance with North American Vertical Datum of 1988.
PREPARED FOR:
Artemio & Ana Rosa Reyes Resendiz
Prepared by:
Regina C Karner, PSM LS#4363
Karner Surveying Inc. LB#7357
Prepared For:
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Mr. & Mrs. Resendiz
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Edge of Pavement
N89'38'59 "W 175.00'(P)
N89-'59 "W 175.13'(M)
16 Metal Fence
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124.6'
Existing Form Boards
at El. 15.78
N89'38'59 "W 175.00'(P)
N89'3859 "W 174.90'(M)
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Jeffrey Lane_
N89'38'59 "W 175.29'
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S89'38'59 "W 175.00'(P)
Lot 3, Block 1
VACANT
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KARNER SURVEYING, INC. Regin ssignnee�`ky
Residential & Commercial Surveying Services a I Date-na
C>arner
2022.01.07
2740 SW Martin Downs Blvd.#333, Palm City, F1.34990 Ka\rner'059�0,4
Phone: (772)288 7206 Fax:(772)223 8181
WWW. KARNERSURVEYINGINC. COM learner®comcost.net A2Er�'—edS-ems Sea