HomeMy WebLinkAboutBoundary SurveyAREA CALCULATIONS: /
LOT CONTAINS: 59,168 5F = 100% /
LOWER LEVEL, GARAGE, PATIO, AND ENTRY = 3,770 SF = 6.4%
CONCRETE DRIVEWAY AND CONCRETE SLAB = 2,970 SF = 5%
POOL AND DECK = 1,489.38 SF = 2.5%
OPEN SPACE = 50,938.62 = 86.1% Q40���
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512 P'jVFROFO ABBREVIATIONS LEGEND `\ LINE CHART
5 Eck / � L1 5 35°26'59" E 10.49' NON RADIAL
/ A/C AIR CONDITIONING EOW EDGE OF WATER M&B METES AND BOUNDS SF SQUARE FEET
AC ACRE EP EDGE OF PAVEMENT N&D NAIL AND DISK SHP SHIP SPIKE OR BOLT L2 5 35026'59" E 21.99' NON RADIAL
AL ALUMINUM E5B 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 5.5. SANITARY SEWER CURVE CHART
APRX APPROXIMATE EXT EXTENDED NGVD NATIONAL GEODETIC VERTICAL DATUM 5PC STATE PLANE COORDINATES Cl
ASP ASPHALT FNC FENCE NO NUMBER ST SEPTIC TANK
BE BUFFER EASEMENT FC "F" CURB NTS NOT TO SCALE STO STANDARD
26.80, / / BFP BACK FLOW PREVENTOR FDC FIRE DEPARTMENT CONNECTION O/A OVERALL STU STORY R= 110.00' (P)
BLD/ BLKG BLOCKBUILDING FFEFECRR FLORIDA EAST FINISHED FLOOR COASTRAILROADAD OE OFFSET 5V OVERHEAD EASEMENT 5WL SWA EARY VALVE A= 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
vO A� SP 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
BRG BEARING FPL FLORIDA POWER & LIGHT P/C PROPERTY CORNER TOE TOE OF SLOPE A= 67035' 22"
o �� 3• 25.9 / 0� BW BARBED WIRE GA GREEN AREA P/L PROPERTY LINE TP TRAVERSE POINT ,
�� ' C&G CURB AND GUTTER GMH GAS MANHOLE I P PLAT TR TELEPHONE RISER L= 129.76
C&T CULPEPPER & TERPENING GND GROUND PAVE PAVEMENT TRANS TRANSFORMER C2
y / 25.2 '< G� C/O CUT OUT GRO GRINDER PB PLAT BOOK TSB TRAFFIC SIGNAL BOX
a ph C CALCULATED HC HEADER CURB PC POINT OF CURVATURE TT TIN TAB R= 110.00' (P)
25.4 : V O• CAN CABLE TELEVISION BOX HCP HANDI-CAP PCC POINT OF COMPOUND CURVATURE TWP TOWNSHIP
�Q oho CB CATCH BASIN HDPE HIGH DENSITY PO YETHYLENE PCO PRESSURE CLEAN OUT (SANITARY) TYP TYPICAL A= 56°4446"
26.0 CBS CONCRETE BLOCK STRUCTURE HGW HOG WIRE PCP PERMANENT CONTROL POINT U/C UNDER CONSTRUCTION L= 108.94 ,
CHD CHORD HW HEADWALL P.D.E. PRIVATE DRAINAGE EASEMENT U.E. UTILITY EASEMENT
\ 1h' CI CURBINLET HYD HYDRANT PG PAGE UP UTILITY POLE
CL CENTERLINE ICV IRRIGATION CONTROL VALVE PI POINT OF INTERSECTION UP UTILITY RISER R= 110.00 (M)
h 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
26.2 x r+ 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 C3
° COR CORNER IP IRON PIPE POB POINT OF BEGINNING WL WATER LINE
\ �� CONC CONCRETE IP&P IRON PIPE & PLUG POC POINT OF COMMENCEMENT WM WATER METER
R= 330.00' (P&M)
�' \ 25.5 x O CONST CONSTRUCTION IR IRON ROD PP POWER POLE WP WELL POINT
N 41 COV COVERED IRR IRRIGATION PRC POINT OF REVERSE CURVATURE WPP WOOD POWER POLE A= 5° 12'rJ7"
27 2 x \ CE COVERED ENTRY IV IRRIGATION VALVE PRO PRORATED DISTANCE WS WATER SERVICE
s m (n COVP COVERED PORCH ICV IRRIGATION CON OL VALVE PROP PROPOSED WV WATER VALVE L= 30.04'
CPP CONCRETE POWER POLE IW IRRIGATION WEL PRM PERMANENT REFERENCE MONUMENT C4
o a' CPPIPE CORRUGATED PLASTIC PIPE L LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER OAK TREE
CS CONCRETE SLAB LB LICENSED BUSIN SS PSWL PLASTIC SWALE R= 330.00' (P&M)
c� 0 0 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°38'37"
D DEED INFORMATION LOC LOCATION PVC POLYVINYL CHLORIDE L= 84.34'
LP LIGHT POLE R&C ROD AND CAP
LEC,AL DESCRIPTION:
LOT 1, POD 22, P.U.D. II AT THE RESERVE, ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 47, PAGE(S) 18, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
ADDRESS: 7466 LEGENDS DRIVE
PORT ST. LUCIE, FL. 34986
SUEJECT 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 IS 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.
PRCPERTY 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.
NO"r 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 SECOND.-,.
LOT CONTAINS: 59,168 SQUARE FEET.
BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 11-24-20.
CERTIFIED TO: MKS CONSTRUCTION, LLC.
?j. ✓ DC D CURB
D.E. DRAINAGE EASEMENT L5 LICENSED 5URVEY0R R/W RIGHT-OF-WAY
PALM TREE
25.6 x DI DROP INLET M MEASURED R RADIUS
DIA DIAMETER MAX MAXIMUM RCP REINFORCED CONCRETE PIPE
DIP DUCTILE IRON PIPE MB MAIL BOX RFL ROOF LINE EM ELECTRIC METER
DMH DRAINAGE MANHOLE MEAS MEASURED RGE RANGE ■ ��,
DUE DRAINAGE &UTILITY EASEMENT MES MITERED END SECTION PLS REGISTERED LAND SURVEYOR ESB
EC EDGE OF CONCRETE MH MAN HOLE RP RADIUS POINT ELECTRIC SERVICE BOX
41, ECP ELECTRICAL CONTROL PANEL MHWL MEAN HIGH WATER LINE RR RAILROAD 9u' --- ------
C EL ELEVATION MIN MINIMUM RRS RAILROAD SPIKE
NOTE ELEC ELECTRIC MN MAGNETIC NAIL S/W SIDEWALK Y� YARD DRAIN ROBERT F. KEMERSON
ELEV ELEVATION MN&D MAGNETIC NAILA DISK SMH SANITARY SEWER MANHOLE PROFESSIONAL SURVEYOR AND MAPPER
EM ELECTRIC METER MIT MITERED END 5BT SOUTHERN BELL TELEPHONE
ENC ENCROACHMENT MW MONITORING WEl.!'-. SEC SECTION 27.0 PROPOSED ELEVATION \\ STATE OF FLORIDA (PSM)#6285
RECEIVED
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JOB NUMBER:
20-2128
SHEET:
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SCALE:
1'1 DATE:
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FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-2128
SHEET:
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APPROVED BY:
R. KEMERSON
SCALE:
1'1 DATE:
12/02/20
FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-2128
SHEET:
1 OF 1
N:\Projects\2020\20-2128 MKS Legends Dr\20-2128 BNDY CAD 2020.dwg, 12/2/2020 3:09:08 PM, LANIER MP W6700
DRAWN BY:
BK
......... ...... .....................................
APPROVED BY:
R. KEMERSON
SCALE:
1'1 DATE:
12/02/20
FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-2128
SHEET:
1 OF 1
N:\Projects\2020\20-2128 MKS Legends Dr\20-2128 BNDY CAD 2020.dwg, 12/2/2020 3:09:08 PM, LANIER MP W6700