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LEGEND
I I O.R.B.- OFFICIAL RECORDS BOOK
$5' 35° 35° - CENTERLINE
TRACT A� P PLAT
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IM
- MEASURED
PER PLAT MAXWELL ACRES - DEED
LOT 3 PLAT BOOK 58, PAGES 14 L.B.- CALCULATED
ALCU A E
(VACANT) BUSINESS
I I CONC.- CONCRETE
C.M.P.- CORRUGATED METAL PIPE
INV - INVERT
" FOUND 5fL IRON ROD &CAP F.F.E. - FINISH FLOOR ELEVATION
I STAMPED "LB 5642" S89'51'52"E 801.50° EL -ELEVATION
FOUND 5/8°IRON ROD &CAP
P.U.E. - PUBLIC UTILITY EASEMENT
_
I I 4° HOG WIRE FENCE LITY
120' SIDE SETBACK LINE STAMPED "LB 5642" OHU - OVERHEAD UTEME LINE
z -- -- --- -- -- -- ------ - - --- ----- — 0.14'NORTH _
w I.+ r — — 0.13' EAST `0a- WOOD POWER POLE
E - GUY ANCHOR
I I - - _ - - - J C.C.R.-CERTIFIED CORNER RECORD
a I PROPOSFID 20' fx - WOOD LIGHT POLE
a----FPL EAS MENT CONCRETE PAD SEPTIC TANK I ® - ELECTRIC METER
x AIR CONDITIONER I.D. -IDENTIFICATION
I a ® Z x x WELL ®- TELEPHONE RISER
a o m z X WIRE FEJ I M.E.S.- MITERED END SECTION GRAPHIC SCALE
- CAN RISER 0 4C 80
vt I Y x x x x x x HDPE - HIGH DENSITY POLY ETHYLENE PIPE
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N x - I� I x L N.S.L.R.W.C.D.- NORTH ST. LUCIE RIVER WATER CONTROL
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IN FEET )
JI I F W I x r C p\ J DESCRIPTION
1 inch = 40' ft.
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3I U_ �� 30'X64' w i CO'Ft r LOT 4, MAXWELL ACRES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
a I o ° MANUFACTURED, HOME e� LOT 4 z i PLAT BOOK 58, PAGE(S) 14 THROUGH 15, PUBLIC RECORDS OF ST. LUCIE COUNTY,
o �n F.F.E. 25.40 FEET V pt0 (VACANT) nl
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a oo �LLo o tso.a w ® t Talc SUP. € :!"o -OR THE —COPIES --THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
�> WTV
�+ x 24'x36' - AN HE ORIGINAL S SFLORIDALICE SURVEYOR AND
I w a LUG WORKSHOP D T ORIGI RAI ED EAL OF A FL NSED VEYOR MAPPER.
m v W 2. HORIZONTAL RELATfONSHIPS AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE
4'- MILLINGS ROA®' i r� F..E. 22.0 FEET
IHDPE----- PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH
--- --- — — — — — x THE 2011 ADJUSTMENT (NSRS 2011).
1 , 24'X20'
CONC. PARKING
1 x x WIRE FAd x x ® PACES(2) x x x 3. THE SOUTH LINE OF LOT 4 IS ASSUMED TO BEAR NORTH 89'51'52" WEST AND ALL
Y __ __ OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
— — — —.— — —.— — — _...— — — — — — — — — — — — — — — ro — — — — b — _ — —.— — "- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — _ — — — _ _
I I m U — — — — 4. THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE,
v , O �..._ — — — — __ — — n TOP OF BANK
---- ---------------_-------------®-------- ( UNLESS NOTED OTHERWISE.
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I I o DITCH 50' U.E. & D.E. _ J 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
I I L_ — — — - -- — - _ _ -- — — — — — — - — _PER PLAT— — — .— — —
I-- -_:._. _ — -- � � -- '' -- ---- --------------------------
FouNo 4"x4" CONC. MONUMENT TOP of BANK 20' SIDE SETBACK LINE 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT.
I STAMPED "PRM 5642" 1 OUTH LINE LOT 4
N89'51'57W 801.50' 4 HOG WIRE FEN 7. FIELD SURVEY LAST CONDUCTED ON FEBRUARY 10, 2021.
I FENCE 0.6' SOUTH (BEARING BASE) FENCE 0.6' SOUTH
1 I
24'° CMP PIPE FOUND 5/8" IRON ROD &CAP 8. OVERALL PARCEL CONTAINS 5.00 ACRES, MORE OR LESS.
i I I
@ 0 STAMPED RTH 5642" 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
0.30' EAST PARTY OR PARTIES ARE 'PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
I _ _ N.''S.L.R.11V.C.D. CANAL C-64 PARTIES.
(sa' RIGHT OF WAY) 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF -WAY, EASEMENTS,
I
BENCHMARK NO. 2 OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
MAG NAIL & DISK o
STAMPED "LB 7805 TRAV"
ELEVATION 23.60 FEET 10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN.
j
11. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
-- -- __ __ —— -- -- -- -- — —_ __ --` -- — -- -- -- --- OF 1988 (NAVD 88).
I I
12. LIMITS OF WETLANDS, 1F ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT
I I DETERMINED AS PART OF THIS SURVEY.
13. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
I I HAVING A FLOOD ZONE DESIGNATION OF "X ACCORDING TO THE FEDERAL EMERGENCY
I I MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER
12111 C0150J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION
SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
C�ERTIFIED
RICHARD W. SMITH
LARA LYNN SMITH
SUR 0/ E Y I IF
I HEREBY CERTIFY THAT THE AS BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PBRIAURSUAIJ T.0 SECTI N 47 0?7, FLORIDA
STATUTES. w , Digitally slgne�by BRI IN C
'AVI 14'� KIERNAN
CIVILSURV DESIGN GROUP, INC. a ;,DN c US o=Unaffiliated,
q y ®� ® , ?b A01410C0000AN C KIERNAN
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� b001'a0; cn-BRIAN C KIERNAN
------------------_--------- fi 1 _Date 202102A 912 53 L245_09
BY: BRIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 6101
41
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