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HomeMy WebLinkAboutFinal SurveyPROPOSED AREA CALCULATIONS: / LOT CONTAINS: 59,168 SF = 100% / LOWER LEVEL, GARAGE, PATIO, AND ENTRY = 3,770 5F = 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 / O'V Cs FA �h. tihy b'L +ti M � EL- 26.14 Le >143Nap I 2yZ9 ON CS �p Ip 6� N0.14r 25.6 x / 25.41 w ESe / $ M�j�Ese / Cs / Zb A5 VL T / SMIY 2b p2 A Lor s (OccuP FFF= 26 5.3 LOT 2 (VgcgN7) agDrAL IS 53, \33°50 pg„ f 220 219AZ(_p) Zb I 1> 25.51 / RIM EL, 2b A 34-J ON CS I / ,2631 2b2 / LAArKEi'(/ SVIN �� 2b• / 2Q JG GGti / 1.2 ZbA'a nZlry fAS fy( fNT 2' X 2' CONC 2'WV ONC j Zb2 I 65 �. / m 26.0 x ;ON ANS 2b 3 F / y' ro ,q� S/g„ RdC 26.6x CS NO 6330„ 8R� FgoBob //// 4v S� N733R4" 8 26.6 I �� 55� � \ /g / 25?9 �o �pP' $ Ey Z 'Nk Z 27.0x 9?91 66� 'y-�- 10, v ~' �- EM,/V \�� 27.2x C0 Dv Sb�3o1, / 26 // 2b9 NOIO/8°IR I FNp o' \ rC0 4 Z ,/� jEM \�, CO �25.90 5 89 59'49" E 87.21' x 25.68 / - -----------� / a/ h 27.20 / b 26.Ox GAS TANK �/� ZbZ wpm / S� 272 26.9 Oe 12 ICV / ` 26.3 / / tihoz.�� o� UNPLATTED c3 272 /25.0 3+�s�BlS�P4 255 v 26.0 / / ay9 GOLF COURSE l l �^ Lo7- / 26.3 't-104, M 1 / srjO A / x 26.4 TTT Pl fR ^FLp" T J 54'39, �s9 CISpRi N 27.2x // IS >4° 2 + 4.00' Zb, a C� 47' 4.7 i r0.00'0 f /l 2 WELL h 12.33'g 45g //§) fkj 26.67' 2,ig, //25 \ h e.br siN�f AMNLyRFTORY �y goo / 25.8 \ \ o 2>.1 o FFf= 2Tg3SrDfNCF .01 UNPLATTED CONSERVATION `\ h �233' 8 20, 4�y ,� o f, EASEMENT WETLAND NO. 61 N 0P 31.00' / / eye° tio3�aq O.R.B. 1431, PAGE 1158 \ \ 26.4 x / h f3 CONIC e q 27 26.0 / / 31 O \ 0 \ l boo ms // 2E6 / 25.80 o 34.0' «Y 935 "`^� / 25.8 NO /// yaati ABBREVIATIONS LEGEND `\ LINE CHART pfCK LS S 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 / SP,q 12,451 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 / �4T / BE BUFFER EASEMENT FC 'P, CURB NTS NOT TO SCALE STD STANDARD \ x 26.8 / / / BFP BACK FLOW PREVENTOR FDC FIRE DEPARTMENT CONNECTION O/A OVERALL STU STORY \ R= 110.00' (P) BLDBLKG BLOCK FFERR FLORIDA EAST COAST FINISHED FLOOR ELEVATION AD OES OVERHEAD EASEMENT SWL SWALE SANITARY VALVE A= 67°33'31" BM BENCHMARK PH FIRE HYDRANT OHE OVERHEAD ELECTRIC TA TOP OF ASPHALT L= 129.70' BOC BACK OF CURB FND FOUND OHU OVERHEAD UTILITY TM TAX MAP / pP AO / BP BRICK PAVERS FOC FACE OF CURB OR OFFICIAL RECORD TMH TELEPHONE MANHOLE R= 110.00' (M) 0). BOW BACK OF WALK POW FACE OF WALK O.R.B. OFFICIAL RECORD BOOK TOB TOP OF BANK j 26.3 x o�'.t'V BRG BEARING FPL FLORIDA POWER & LIGHT P/C PROPERTY CORNER TOE TOE OF SLOPE A* 67° 35' 22" / �25.9 / g BIN BARBED WIRE GA GREEN AREA P/L PROPERTY LINE TP TRAVERSE POINT 26.20 , �Ati / cite CURB AND GUTTER GMH GAS MANHOLE P PLAT TR TELEPHONE RISER L=\129.76 / O C&T CULPEPPER diTERPENING GND GROUND PAVE PAVEMENT TRANS TRANSFORMER C2 \ / 25.2/ �C L� C/O CUT OUT GRD GRINDER PB PLAT BOOK TSB TRAFFIC SIGNAL BOX N / 25.4 +C CALCULATED HC HEADER CURB PC POINT OF CURVATURE TT TIN TAB R= 1\10.00' (P) O O CAN CABLE TELEVISION BOX HCP HANDI-CAP PCC POINT OF COMPOUND CURVATURE TWP TOWNSHIP x 26.1 % �Q-� O CB CATCH BASIN HDPE HIGH DENSITY POLYETHYLENE PCO PRESSURE CLEAN OUT (SANITARY) TYP TYPICAL A= 56 0 44 46ii / 26.0 �� �',60 ' CBS CONCRETE BLOCK STRUCTURE HGW HOG WIRE PCP PERMANENT CONTROL POINT U/C UNDER CONSTRUCTION b �. CHD CHORD HW HEADWALL P.D.E. PRIVATE DRAINAGE EASEMENT U.E. UTILITY EASEMENT L= 10fi..94, CI CURB INLET HYD HYDRANT PG PAGE UP UTILITY POLE R= 110\00' M \ p CL CENTERLINE ICV IRRIGATION CONTROL VALVE PI POINT OF INTERSECTION UR UTILITY P15ER ( ) h' CLF CHAIN LINK FENCE ID IDENTIFICATION PRKG PARKING UW UNDERWATER A= 56°5'0'5i' 2620 \ N N 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 x 27.5 \ 0) CO CLEAN OUT INV INVERT PLS PROFESSIONAL LAND SURVEYOR WD WOOD \ COR CORNER IP IRON PIPE POB POINT OF BEGINNING WL WATER LINE C3 x27.2 CONC CONCRETE IP&P IRON PIPE &PLUG POC POINT OF COMMENCEMENT WM WATER METER R= 30.00' \ CONST CONSTRUCTION IR IRON ROD PP POWER POLE WP WELL POINT 3\ (Pam) \ 25.50 0 COV COVERED IRR IRRIGATION PRC POINT OF REVERSE CURVATURE WPP WOOD POWER POLE A= 5°12'5T, N FIq 27.2x CE COVERED ENTRY IV IRRIGATION VALVE PRO PRORATED DISTANCE WS WATER SERVICE 69° Cie M fn COVP COVERED PORCH ICV IRRIGATION CONTROL VALVE PROP PROPOSED WV WATER VALVE L= 30.04' CPP CONCRETE POWER POLE 3j O9"4STS) q Q C CPPIPE CORRUGATED PLASTIC PIPE LW LENGTH ION WELL PSM PROFESSIONAL PRM PERMANENT SURVEY R & MAPPER OAK TREE RENCE MONUMENT C4 1 M N N CS CONCRETE SLAB LB LICENSED BUSINESS PSWL PLASTIC SWALE qw R= 330.00' (P8�1) 62 Wl L DELTA ANGLE LFST LIFT STATION PT POINT OF TANGENCY ° R,• D/F DRAIN FIELD LIME LAKE MAINTENANCE EASEMENT P.U.E. PRIVATE UTILITY EASEMENT PINE TREE �= 14 38 37 rH 6$ �P i"� D DEED INFORMATION LOC LOCATION PVC POLYVINYL CHLORIDE FIVC c 441) \ ;✓ DC D" CURB LP LIGHT POLE R&C ROD AND CAP L= 84.34 \ CA�c q \ 25.6x D.E. DRAINAGE EASEMENT LS LICENSED SURVEYOR R/W RIGHT-OF-WAY PALM TREE DI DROP INLET M MEASURED R RADIUSDIA DIAMETER MAX MAXIMUM RCP \ T THE aF DDIP MH DRAINAGE MANHOLE MEAS MEASUR D RGE RANGE NE EM REINFORCED CONCRETE PIPE ELECTRIC METER (0C OT 1 R�F F 2.6 EC EDGE DRAINAGE CONCRETE EASEMENT MHS MATURED END SECTION RP RADIUS POINTND SURVEYOR ESB \ FFF, UP'rFO 11 Np 4 X4° EL ELEVATION CONTROL PANEL MIN L MINIMUM HIGH WATER LINE RR RAILROAD SPIKE O ELECTRIC SERVICE BOX \ 2�04/ �I0 ELEV ELEVARIC MN MAGNETrCNAIL S/W SIDEWALK TION MN&D MAGNETIC NAIL & DISK 5 H SANITARY SEWER MANHOLE Y� Rb YARD DRAIN \ EM ELECTRIC METER MIT MITERED END 58T SOUTHERN BELL TELEPHONE ENC ENCROACHMENT MW MONITORING WELL SEC SECTION 27.0 PROPOSED ELEVATION \\ LEGAL 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 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 IS THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD 1988). BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE SOUTHERLY PROPERTY LINE OF LOT 1, HAVING AN PLATTED BEARING OF N 69°37'09" 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 I5 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. CERTIFIED TO: MKS CONSTRUCTION, LLC. -tEGFIVEC.'. , ,;. Lucie Cuuntl� Permitting ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (P5M)#6285 o Z 00 Vco H co J W %O ix LU-� z°�' F . � M rz°u, ZZov),c 0 v c HZN_jO ''AA H m J 00 V~ 0 > V N 3 Z� FZOHv3 W' < � LU d U_ CL F z t) 0oe O D Z n=d U N CC L ° 3 J W�P Lu z C7 o . l W I I ix N 3 V a a0 0L Q V Q a 0 °d a 0 V N> I.L Q 1 A Y Z M0 W I D N J z z LL o 0 0 3 x '.. V) V) T DRAWN BY: BK APPROVED BY R. KEMERSON SCALE: 1" = 20' DATE: 12/02/20 FIELD BOOK/PAGES SURVEY MAP JOB NUMBER: 20-2128 SHEET: IOF1 Q'