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PROPOSED AREA CALCULATIONS: /
/
LOT CONTAINS: 59,168 5F = 100% /
LOWER LEVEL, GARAGE, PATIO, AND ENTRY = 3,770 SF = 6.4% ki
PAVER DRIVEWAY AND CONCRETE SLAB = 3,165 SF = 5.3% /
POOL AND DECK = 1,735 SF = 2.9%
OPEN SPACE = 50,498 = 85.3% (L /
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LEGAL DESCRIPTION:
LOT 1, POD 22, P.U.D. II AT THE RESERVE, ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 4"7, PAGE(S) 18, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
ADDRESS: 7466 LEGENDS DRIVE
PORT ST. LUCIE, FL. 34986
NOTES:
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
GROUP, INC. DATED 05/08/2013, JOB# 13-026. THE DATUM OF SAID SURVEY I5 THE
NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVE) 1988).
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE
SOUTHERLY PROPERTY LINE OF LOT 1, HAVING AN PLATTED BEARING OF
N 69037'09" W. ALL OTHER BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO260J,
DATED 2/16/20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL
SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS
SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION PER SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORD
BOOK 2330, PAGE 1752, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
LOT CONTAINS: 59,168 SQUARE FEET.
BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 11-24-20.
FORMBOARD SURVEY FIELD DATE: 02-15-21.
FINAL SURVEY FIELD DATE: 03-07-22.
POOL DECK FORMBOARD SURVEY FIELD DATE: 3-16-22.
CERTIFIED TO: MKS CONSTRUCTION, LLC.
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ti°b. O.R.B. 1431, PAGE 1158 \
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% 25.8 ABBREVIATIONS LEGEND `\ LINE CHART
/ h A/C AIR CONDITIONING EOW EDGE OF WATER M&e METES AND BOUNDS SF SQUARE FEET Li 5 35°26'59" E 10.49' NON RADIAL
AC ACRE EP EDGE OF PAVEMENT N&D NAIL AND DISK SHP SHIP SPIKE OR BOLT L2 5 35° 26' 59" E 21.99' NON RADIAL
AL ALUMINUM ESB ELECTRIC SERVICE BOX N NAIL SLCR ST LUCIE COUNTY RECORDS \
/ ANC 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 \
/ ASP ASPHALT FNC FENCE NO NUMBER ST SEPTIC TANK Cl
BE BUFFER EASEMENT FC "F" CURB NTS NOT TO SCALE STD STANDARD \
BFP BACK FLOW PREVENTOR FDC FIRE DEPARTMENT CONNECTION O/A OVERALL STU STORY \ R= 110.00' (P)
BLDG BUILDING
RR FINISHED FLOOR ELEVATION FLORIDA EAST COAST AD OE OFFSET SV OVERHEAD EASEMENT SWL SWALE SANITARY VALVE
BLKBLOCK FFE\ Q= 67'33'31"
BM BENCHMARK FH FIRE HYDRANT OHE OVERHEAD ELECTRIC TA TOP OF ASPHALT L= 129.70'
BOC BACK OF CURB FND FOUND OHU OVERHEAD UTILITY TM TAX MAP
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 TOO TOP OF BANK
BRG BEARING FPL FLORIDA POWER&LIGHT P/C PROPERTY CORNER TOE TOE OF SLOPE A= 67°35'22"
aw BARBED WIRE CA GRETP TRAVERSE POT
C&G CURB AND GUTTER GMH GASEMANHOLE PAREA/L PLATROPERTYLINE TR TELEPHONE RISER L= 129.76'
C&T CULPEPPER & TERPENING GND GROUND PAVE PAVEMENT TRANS TRANSFORMER C2
C/O CUTOUT GRD GRINDER PB PLAT BOOK TSB TRAFFIC SIGNAL BOX
C CALCULATED HC HEADER CURB PC POINT OF CURVATURE TT TIN TAB R= 110.00' (P)
CAN CABLE TELEVISION BOX HCP HANOI-CAP PCC POINT OF COMPOUND CURVATURE TWP TOWNSHIP
CB CATCH BASIN HOPE HIGH DPERMANENTH&W HOG WIRE PCP ON
DENSITY POLYETHYLENE PCO PRESSURE CLEAN OUT (SANITARY) TYP TYPICAL A= 56°44'46"
CHO CHORDCBS ETE BLOCK STRUCTURE HW HEADWALL P.D.E. PRIVATED DRAINAGE EASEMENT V.E. UTILITY EASEMENT L= 108.94'
CI CURB INLET HYD HYDRANT PG PAGE UP UTILITY POLE R= 110.00' M
CL CENTERLINE ICV IRRIGATION CONTROL VALVE PI POINT OF INTERSECTION UR UTILITYRISER ( )
CLF CHAIN LINK FENCE ID IDENTIFICATION PRKG PARKING UW UNDER WATER A= 56°50'57"
CM CONCRETE MONUMENT ILL ILLEGIBLE PK&D PARKER KALON NAIL AND DISK VC VALLEY CURB
CMP CORRUGATED METAL PIPE INT INTERSECTION PK/TT PARKER KALON NAIL AND TIN TAB VLT VAULT L= 109.14'
CO CLEAN OUT INV INVERT PLS PROFESSIONAL LAND SURVEYOR WD WOOD
COR CORNER IP IRON PIPE POB POINT OF BEGINNING WL WATER LINE C3
CONC CONCRETE IP&P IRON PIPE & PLUG POC POINT OF COMMENCEMENT WM WATER METER R= 330.00' P&M
CONST CONSTRUCTION IR IRON ROD PP POWER POLE WP WELL POINT ( )
COY COVERED IRR IRRIGATION PRC POINT OF REVERSE CURVATURE WPP WOOD POWER POLE A= 5°12'57"
CE COVERED ENTRY IV IRRIGATION VALVE PRO PRORATED DISTANCE WS WATER SERVICE
COVP COVERED PORCH ICV IRRIGATION CONTROL VALVE PROP PROPOSED WV WATER VALVE L= 30.04'
CPP CONCRETE POWER POLE IW IRRIGATION WELL PRM PERMANENT REFERENCE MONUMENT C4
CPPIPE CORRUGATED PLASTIC PIPE L LENGTH PSM PROFESSIONAL SURVEYOR& MAPPER OAK TREE
CS CONCRETE SLAB LB LICENSED BUSINESS PSWL PLASTIC SWALE R= 330.00' (P&M)
A DELTA ANGLE LFST LIFT STATION PT POINT OF TANGENCY
D/F DRAIN FIELD LME LAKE MAINTENANCE EASEMENT P.U.E. PRIVATE UTILITY EASEMENT PINE TREE A= 14°38'3T'
D DEED INFORMATION LOC LOCATION PVC POLYVINYL CHLORIDE L= 84.34'
DC "D" CURB LP LIGHT POLE R&C ROD AND CAP
D.E. DRAINAGE EASEMENT LS LICENSED SURVEYOR R/W RIGHT-OF-WAY PALM TREE
DI DROP INLET M MEASURED R RADIUS \
DIA DIAMETER MAX MAXIMUM RCP REINFORCED CONCRETE PIPE \
DIP DUCTILE IRON PIPE MR MAIL BOX RFL ROOF LINE EM ELECTRIC METER
DMH DRAINAGE MANHOLE MEAS MEASURED RGE RANGE
256 DUE DRAINAGE UTILITY EASEMENT MES MITERED END SECTION RLS REGISTERED LAND SURVEYOR
EC EDGE OF CONCRETE MH MAN HOLE RP RADIUS POINT ESO ELECTRIC SERVICE BOX \
ECP ELECTRICAL CONTROL PANEL MHWL MEAN HIGH WATERLINE RR RAILROAD 0
EL ELEVATION MIN MINIMUM RRS RAILROAD SPIKE
Y�' YARD DRAIN
ELEC ELECTRIC MN MAGNETIC NAIL S/W SIDEWALK
ELEV ELEVATION MN&D MAGNETIC NAIL &DISK SMH SANITARY SEWER MANHOLE \
EM ELECTRIC METER MIT MITERED END SBT SOUTHERN BELL TELEPHONE \
ENC ENCROACHMENT MW MONITORING WELL SEC SECTION 27E PROPOSED ELEVATION
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ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
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DRAWN BY:
BK
APPROVED BY;
R KEMERSON
SCALE:
1" = 20
DATE
12/02/20
FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-2128
SHEET:
1 OF i
N:\Projects\2020\20-2128 MKS Legends Dr\20-2128 BNDY CAD 22 FOR FINAL.dwg, 3/17/2022 11:22:20 AM, Canon iPF670