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LEGAL DESCRIPTION
Unit 16, MARINER VILLAGE, HARBOUR RIDGE, PLAT N0.4, according
to the Plat thereof, os recorded in Plat Book 24, Pages 19, 19A
through 19D, Public Records of St. Lucie County, Florida.
SURVEYOR'S REPORT
1 This Survey shall not be valid unless sealed with on 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: 3.26.2019.
4 This Survey was prepared using the Plat of Record, no search of the public records was
performed by this office.
5 This Survey shown hereon was prepared in accordance with the Standards of the practice of
Surveying and 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 Bearings have been based on the North Line of the Subject Property as shown hereon. All
other bearings are relative thereto.
8 Parcel/Lot line locations have been based on found survey control along the center line
and/or right of way line of NW Mariner Court.
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 the North American Vertical Datum of 1988.
15 The purpose of this map is to show he proposed pool and deck of the residence
under construction.
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Area Calculations:
Lot
24,356 SgFt
= 100%
Proposed Residence
with Potio 1pecks
4804 SgFt =
19.8%
Proposed Drive
PORTALET
Walks and Pads
3282 SgFt =
13.5%
— —
POOL
1090 SgFt =
4.5%
Total Impervious Area_____
TOTAL SPACE
= 37.8%
62.2%
OPEN
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LEGEND LEGEND
C — Concrete FEMA Flood Zone data shown here on is based on the visual inspection of the digital Flood Hazardous Maps
CIE
— Covered Entry FCM — Found 'Iron oncrete Monument provided b the Federal Emergency Management Agency FEMA and is limited to the accuracy of such maps.
CAC —Concrete Pad with Air Conditioning FlP —Found }" Iron Pipe P Y 9 Y 9 9 Y (FEMA) Y P
CB -Catch Basin FlPC -Found
CBS -Concrete Block Structure Iron Pipe with Cap Flood Zone: X and AE with Base Flood Elevation 5, Community #: 120285, Panel #: 0406, Suffix: K, Date: 2.19.2020
nR — Found #5 Iron Rod
CMP — Corrugated Metal Pipe FlRC —Found 5 Iron Rod with Ca
CPE —Concrete Pad with Pool Equipment i p
SIRC — S t Jr 1 Rod 'th C "I 7357"
CTv — Coble TV Box
FFE — Finished Floor Elevation
a ran wl ap
FlPC — Found 112" Iron Pipe with Cap
GV — Water Gate Valve
FM — Found Mag Nail
HYD — Fire Hydrant
FMD — Found Mag Nail with Disk
OIL — Overhead Utility Line
FN — Found Nail
PP — Power Pole
FNTT — Found Nail with Tin Tab
SSMH — Sanitary Sewer Manhole
FPK — Found PK Nail
TCB — Telephone Communications Box
FPKD — Found PK Nail with Disk
UB —Utility Box
FRRS — Found Rail Road Spike
WM —Water Meter
/CO — In Pavement Cut Out
Prepared For:
Geraldine & Louis M. Addeo Jr.
X-Section B-B o
2
Q
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J
----17.4'Ci-
--- a
o Finished Floor
Q.- El. 10.5
3' — 14.4'
xI Eio- F oter
NG /
8.1 Finished Grade
7.6
X-Section A -A o
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— — — — 17.5'---- a
X
NG
9.51
7.5' — — 10'+/
.]
Finished Floor
El. 10.5
PREPARED FOR:
Louis M. Addeo Jr. & Geraldine Addeo
Prepared By: Regina C. Karner, PSM#4363
Karner Surveying, Inc. LB#7357
KARNER SURVEYING, INC. Rein �g�'iY
Residential & Commercial Surveying Services I Regina Kerner
a Date:
2740 SW Martin Downs Blvd.#333, Palm City, F1.34990 Ka`rner'�'4:2A
Phone: (772)288 7206 Fax:(772)223 8181 -g5W
WWW. KARNERSURVEYINGINC. COM learner®comcast.net A2 ErVeb � s� a Sea
,ter Byr Revlslon
7.29.211 1 FEMA I
-------------
Construction and Final Inspection Note:
1) The contractor will utilize best
management practices during all phases
of construction to adhere to those
requirement contained in and made part
of the Building Permit
2) A storm water detention Swale , a
depth of 6"-12" in depth, shall be
provided adjacent to the proposed
improvements at 6" below the adjacent
grade but not exceed a slope of 5:1
Sheet Title,
Boundary Survey
1'-20' _1-25-21 Sheet No.r
Fleld Book, 1 OF 1
LL
CADD FNe, Flle Na,
2010-20