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AREA CALCULATIONS: // LEGAL DESCRIPTION:
LOT CONTAINS, 59,168
RAGE SF = O, A / LOT 1, POD 22, P.U.D. II AT THE RESERVE, ACCORDING TO THE PLAT THEREOF,
LOWER LEVEL, GARAGE, PATIO, AND ENTRY 3,770 SF = 6.4% ,� // RECORDED IN PLAT BOOK 47, PAGE(S)18, OF THE PUBLIC RECORDS OF ST. LUCIE
PAVER DRIVEWAY AND CONCRETE SLAB = 3,165 SF = 5.3% a / / COUNTY,
POOL AND DECK = 1,489.38 SF = 2.5% FLORIDA.Q / Aaunoz) alonj '4S
Q('��, / auaw}ieda0 6ulAlwiBd
OPEN SPACE = 50,743.62 = 85.8% e /
ADDRESS: 7466 LEGENDS DRIVE l101 L I 83J
PORT ST. LUCIE, FL. 34986 Permitting & Zon" a
NOTES: 2��1�O�a�nbcaQrd
/ SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER
/ RESTRICTIONS OF RECORD,
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND REFERENCED TO A SURVEY PERFORMED BY VELCON
NorF RP �� \ +�b GROUP, INC DATED 05/08/2013, JOB# 13-026. THE DATUM OF SAID SURVEY IS THE
NO I r o > 1 NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD 1988).
EM o
S j3e Z BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE
II S 73a59 �� f 1 p� FN1 SL 2614 SOUTHERLY PROPERTY LINE OF LOT 1, HAVING AN PLATTED BEARING OF
IZ Z E 11 p 20 Lg 71 3vdo LOT N 69 37'09 W. ALL OTHER BEARINGS ARE RELATIVE THERETO.
I0 %) (OtCUprE30 PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO260J,
ro •' 2yg2 rRgNs FFE 26.53) DATED 2/16/20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
w P? ONcs LOT 2 INSURANCE RATE MAPS. '
II �at IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
No g rR (V gCgNT) MAPS OR REPORTS BY OTHER THAN THE SIGNINGPARTY, I5 PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
WR
II � o oyCP ' .14, f 0.25' v. Rq�1.gC :
II°o $ `P 25.97 25.6x Il FS 2- S 73og3% 14„ UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL
0 25'41 / WM g fs pro 0g f 22 p SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.
I� 25.3 / : S *�fSg bhb F R19.8p ,�P)
I 1P / Ls z (M) THCKC MAY BE ADDITIONAL RESTRICTION5 THAT ARE NOT SHOWN ON THIS
o� Pheo�� / 26A �Lr 2b?9 SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
625 2Q7 / S2ba . TRq FLORIDA.
2 > y,4o / Rr,41 H.f[, 26. 2b 23 ON CS 25.51 2b. 2bj NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
I
/ 31.
sv LICENSED SURVEYOR AND MAPPER I
I 25:50 °°
25. 3
g�ANkfT 26Z / Zy5
NC G1 L / Zbpx �n�r)yFq �j 26.2 LEGAL DESCRIPTION PER SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORD
Fcui
25.65 J� / ,., SfMfNr m / BOOK 2330, PAGE 1752, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
sy �
I 263� �� 3 m No05i8.xP THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.
25�4 FNoS{ b �yc2 s` 26.6x \ \ N oN Rq0 / ~ ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
I 6sZo N Sv / 305
3-14\ 86.4 ,y STATES STANDARD USING FEET.
26.6 I l 9 �, > 9 // V ALL DIRECTIONAL MEASUREMENTS
A
\r 25.51 / / MINUTES AND SECONDS. EMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
5� 9� 26 ba 19 2.5.66
b 25• Nk �/ 27.0x q2..� y1
62� w - / \! 27.2x °3011� 266 'Alb LOT CONTAINS. 59,168 SQUARE FEET. "
2
26Z'' mF� o /� 4,-..FM,1NV \� po... CO /56�i `..// Tb lVp1,�/8"IR
i�•° BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 11-24-20. LL
25.90 /
/ �' FORMBOARD SURVEY FIELD DATE: 02-15-21 �
4 �o s, 5 89059'49" E 87.21' - - - - - 25.68
27.2x CERTIFIED TO: MKS CONSTRUCTION, LLC. ,py�
NO �e 26.0x ' 2b2 m a am; C}
+
d / \„m1 .".F 25.33, 26.3 / -�� 1.,P \ \ \ Zb 4 y6 U 1 r
/ JP.'PLATT�D ^ (Y
27.2x - /25.0 4Fs1e'ell Zy� � 26.0 / 259 GOLF COURSE e � a
LOT 1 / 26.3 2b
/x26.4 Q�tp .. a
/ .q�
/ dol
26 3\ e� 5.39' 27.2 x
2y9� 4r / 4.00' l �' ��O S2 a;
/ S a4
S 24 72, � '
rro 26 a
N / 10,OOi0n E /l
8.6T
l� 7 � � 14p r 259/
/
1526. 6T / 25.
Q �t�� $ry / 8.6T PpR y / 25.8 `.
a ti p $ Qz
a TOP FBOARO oo pvi • / `
a N41
e b tj' 2 / � .0'
6 0 Irv' / 2s! / AP 1 UNPLATTED CONSERVATION
h N zz 33. $1/0 . ,y� `�1 EASEMENT WE'rLAND NO. 61 \ \
Q ., ti 31.00' _ q / �yQ lb, O. R. B. 1431, PAGE 1158 \ ,
222 26.4x 26.0
.25.8
x / 25.8 9r < Z
gati ABBREVIATIONS LEGEND \ p
/ 5 \ LINE CHART
A/C AIR CONDITIONING EOW EDGE OF WATER M&B METES AND BOUNDS SF SQUARE FEET Ll 5 35026'59" E 10.49' NON RADIAL
.. ,,�. AC ACRE EP EDGE OF PAVEME T N&D NAIL AND DISK SHP SHIP SPIKE OR BOLT L2 5 35026' 59" E 21 .99' NON RADIAL
/ AL ALUMINUM E58 ELECTRIC SERVICE BOX N NAIL SLCR ST LUCIE COUNTY RECORDS \
26.9 x / NC ANCHOR ESMT EASEMENT NA NON -APPLICABLE SLP STREET LIGHT SUPPORT POLE
AP - ANCHOR POLE EX. EXISTING: NAVD NORTH AMERICAN VERTICAL DATUM S.S. SANITARY SEWER \ CURVE CHART
APRX APPROXIMATE EXT. EXTENDED NGVD NATIONAL GEODETIC VERTICAL DATUM SPC STATE PLANE COORDINATES \
ASPASPHALT FNC. FENCE NO .NUMBER ST SEPTIC TANK
/ BE BUFFER EASEMENT FC "P' CURB NTS NOT TO SCALE STD STANDARD Cl
/ q0 P6.8 x / / BFP BACK FLOW PREVENTOR FDC FIRE DEPARTMEN CONNECTION O/A OVERALL STU .'STORY : \ R= 110.00' (P)
/ / BLDG BUILDING ` FECRR. FLORIDA EASTCO ST RAILROAD. 0/5 OFFSET : SV SANITARY VALVE
BLK BLOCK FFE FINISHED FLOOR-LEVATION OE OVERHEAD EASEMENT SWL SWALE \ A= 67°33'31"
/ BM BENCHMARK FH ' FIRE HYDRANT. OHE OVERHEAD ELECTRIC TA TOP OF ASPHALT _ ,
0 / SOC BACK OF CURB FND FOUND CHU OVERHEAD UTILITY TIM TAX MAP L= 12.9.70
/ Oa hOP }C� / "2 : BP BRICK PAVERS FOC FACE OF CURB OR OFFICIAL RECORD TMH TELEPHONE MANHOLE R= 110.00' (M)
" - BOW BACK OF WALK FOW FACE OF WALK O.R.B. OFFICIAL RECORD BOOK TOB TOP OF BANK �'---
''� / 26.3 x ti ti /v/ BAG BEARING FPL FLORIDA POWER LIGHT ` P/C PROPERTY CORNER TOE TOE OF SLOPE A= 6'7° 35' 22"
��vX�'�^25.9 / y, BW BARBED WIRE GA GREEN AREA P/L PROPERTY LINE TP .TRAVERSE POINT G..
g581 / 26?'` / C46 CURB AND GUTTER GMH GAS MANHOLE P PLAT' TR TELEPHONE RISER L= 129.76' a
/ 5.2 # 4p� CAT CULPEPPER & TERPENING GNO GROUND PAVE PAVEMENT TRANS TRANSFORMER C2
G G C/O CUT OUT GRD GRINDER PB PLAT BOOK TSB TRAFFIC SIGNAL BOX
k V / ,�P oOh C CALCULATED He HEADER CURB PC POINT OF CURVATURE TT TIN TAB R= 110.00' (P) o
QO 25.4 M CATV CABLE TELEVISION BOX HCP HANDI-CAP Pee POINT OF COMPOUND CURVATURE TWP TOWNSHIP °
25' F 27.8 x ' • 26.1 q O O , CB CATCH BASIN HDPE HIGH DENSITY P YETHYLENE PCO PRESSURE CLEAN OUT (SANITARY) TYP TYPICAL A= 56 44 46 ' ..... ...........
2 NoOq.�,4 �„ 26.0 b Q�pp?�0. CHO CHORDCBS ETEBLOCKSTRUCTURE H&W HOG WIF POP HW HEADWALL P.D.E... PRIVATEDRAINAGEEASEMENT U.E.NT CONTROL POINT UTILITYEASEMENER TION L= 108.94'
'Ly1 2581 ZyTA 26.3 r0 CM ,yh' �� CI CURB INLET ' ' HYD HYDRANT PG PAGE UP UTILITY POLE , �, m
�h V, CL CENTERLINE ICV IRRIGATION CONTROL VALVE PI POINT OF INTERSECTION UR UTILITY RISER R= 1110. 00 (M)
2h• ryh' N CLF CHAIN LINK FENCE ID IDENTIFICATIO PRKG .PARKING UW UNDERWATER A= 516°50'57"
'9N$ 26 2 x (P CM CONCRETE MONUMENT ILL ILLEGIBLE : PK&D PARKER KALON NAIL AND DISK VC VALLEY CURB
ON _ ✓ ✓ CMP CORRUGATED METAL PIPE INT INTERSECTION PK/TT PARKER KALON NAIL AND TIN TAB VLT VAULT L= 109.14
i2 CS x 27.^ CP CP° CO CLEAN OUT INV .INVERT PLS PROFESSIONAL LAND SURVEYOR WD WOOD
Zy. O COR CORNER IP IRON PIPE POS POINT OF BEGINNING WL WATER LINE C3
27.2 \ P. 4 CONC CONCRETE IP&P IRON PIPE & PLUGPOC . POINT OF COMMENCEMENT WM WATER METER R= 330.00' P&M
a CONST CONSTRUCTION IR IRON ROD PP ` POWER POLE WP WELLPOINT ( )
ieEgR 272x 1T `25.5x Nw COV COVERED IRR - IRRIGATION PAC POINT OF REVERSE CURVATURE WPP WOOD POWER POLE A= 5°12'57"
6 ° �o „ _` - CE COVERED ENTRY IV IRRIGATION VA - PRO PRORATED DISTANCE WS WATER SERVICE
N 9 'ram• e o' ✓r n1 to COYP COVERED PORCH ICV IRRIGATION CO OL VALVE PROP. PROPOSED WV WATER VALVE L= 3CI.O4'
3j 9S CPP CONCRETE POWER POLE IW IRRIGATION WE PRM PERMANENT REFERENCE MONUMENT
091, TS) :° 0• a` CPPIPE CORRUGATED PLASTIC PIPE L LENGTH PSM PROFESSIONAL SURVEYOR& MAPPER C4 .
%V 16 N W CS CONCRETE SLAB LB LICENSED8USIN 5 PSWL PLASTIC SWALE OAK TREE R= 3'{0.00' P&M
-1 DELTA ANGLE LFST LIFT STATION PT POINT OF TANGENCY ( ) -
)`L,b ' 6� �. tr r-• D/F DRAIN FIELD LME LAKE MAINTENA E EASEMENT P.U.E. PRIVATE UTILITY EASEMENT PINE TREE A= 14° 38' 37" >- `� •,`f ,
C �' VC �%() be DEED REFORMATION LP C LOCATION PVC LIGHTOLE PAC ROD AND POLYVINYL
APHLORIDE L= 84.34'
b.E. DRAINAGE EASEMENT L5 LICENSED 5URV OR R/W RIGHT-OF-WAY
CAVE ,q %• `\ 256 DI DROPINLET M MEASURED R RADIUS PALM TREE\
L� DIA DIAMETER MAX MAXIMUM RCP REINFORCED CONCRETE PIPE _/�
DIP DUCTILE IRON PIPE MB MAIL BOX RFL ROOF LINE EM
L (DRt; s DMH DRAINAGE MANHOLE MEAS MEASURED AGE RANGE ELECTRIC METER ry
(O T 1 FRV _ UE DRAINAGE & UTILITY EASEMENT MES MITERED END SECTION RLS REGISTERED LAND SURVEYOR \ JOB NUMBER:
CC l�P F FjVO 4i C EDGE OF CONCRETE MH MAN HOLE RP RADIUS POINT EmsB ELECTRIC SERVICE BOX \-% �- /'� qq �y p FF�I TF�J 4 k4"CM P ELEVELECARICAL TION CONTROL PANEL MHWMIN L. MEAN MINIMUMH WATER LINE FIR RAILROADRRS RAILROAD SPIKE - 24J" S Z�
,C4 NOIO ILLEC ELECTRIC MN : MAGNETIC NAIL S/W SIDEWALK YRD YARD DRAIN ROBERT
ILEV ELEVATION - MN&D MAGNETIC NAIL & DISK SMH SANITARY SEWER MANHOLE
M ELECTRIC METER MIT MITERED END SBT. SOUTHERN BELL TELEPHONE \ PROFESSIONAL SURVEYOR AND MAPPER
ENC ENCROACHMENT MW MONITORING WELL SEC SECTION PROPOSED ELEVATION \ SHEET:
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