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HomeMy WebLinkAboutSurvey Plot Plansl Legend & Abbreviations: (symbols not scaleable for size) PI-S - PROFESSIONAL LAND SURVEYOR 10 - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS - ELECTRIC BOX M - CENTERLINE - LIGHT POST R - RADIUS - WELL L - LENGTH - HYDRANT a - DELTAANGLE P4 - GATE VALVE E/P - EDGE OF PAVEMENT N - IRRIGATION VALVE B/C - BACK OF CURB �l - WATER METER M. B.- BENCHMARK S - SANITARY MANHOLE POC - POINT OF COMMENCEMENT ® - SANITARY SERVICE POB - POINT OF BEGINNING - SEPTIC TANK o (PCP) PERMANENT CONTROL POINT - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET 19 - (PRM) PERMANENT REFERENCE MONUMENT ® SURFACE INLET PRM - PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION O - (IP) IRON PIPE ==* - CONCEPTUAL DRAINAGE IP - IRON PIPE OAK TREE �- - STREET SIGN ® - (IRC) IRON ROD & CAP 23.5 - PROPOSED GRADE IRC - IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM O - (CM) CONCRETE MONUMENT PALM TREE 05 - TYPICAL ELEVATION CM - CONCRETE MONUMENT A/C - AIR CONDITIONER FD - (M) - FOUND MEASURED CONC.- CONCRETE (P) PLAT PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LINE - GUY WIRE EL./ELEV. - ELEVATION CO-, - WOOD UTILITY POLE R1W - RIGHT OF WAY AE - ACCESS EASEMENT AB AS -BUILT UE - UTILITY EASEMENT \ I I I I SRSIeYEa�.¢�Q.—_- EXISPNC C6WM?�ARON O.R.R. 1814, PACE 1651 / SAES 0 RH..= Report of Survey. (Project #13-024-3) * TYPE OF SURVEY: BOUNDARY N2 TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE MATTHEW CROWLEY P.S.M./ 7214 * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 04/30/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230.39'W FOR THE CENTERLINE OF SHORE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT M BE RECORDED. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS OR ENCROACHMENTS EXCEPT AS SHOWN. Vol It \ / i / / / I -BENCHMARK / RpINp 01 % INTERSECTION \ 0 �� - ELEV. 3.87' NAVD 1988 \ / p� �pM Y� / E IL / F PEN 3• + p.E / 2 E 6 0 f•F'�NA�) 5'X10' UalIY [ASEMENr \ a 6 1rj6 E ;h SET IRC N67 9 q� B56 RFD N LB#6905 g PAD Y'1 1 '_T_ _ _.. a 'AI0 FT. PIERCE CUT OTHUMSE PROTECTED AREA 9 £STARUSH® 11-16-1991 PER EL00D INSURANCE RATE MAP 112111CMJ 4 DAZED IEBRUARY 16TH 2011 \ &58' PROPL °) ym°2\ L' \W FAMIL t 7, x� -0, ,\ F.F. I X ,, 0 wm o�->�\ x263 �N .71' * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "AE-4.0-AND 'X' PER FLOOD INSURANCE RATE MAP J12111CW93 J, DATED JAN. 6, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEEDETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIM TO DESIGN OR CONSTRUCTION. FO P/K NAIL & DISK PCP LB#6905 3.6 ' 4.t1 z N RC 1 CON �0#69p5 y O Vn � o PAvE out 4.1 >i100, 66 µ° 4 20' �. L�NOURC11 y 1\ � C�f��65 \ " LEGAL DESCRIPTION: LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA LOT VACANT 5'X10' II&ITY EASEMENT + kE 10 E U \ u, Z N N OT • o to J \ \� z. U) \ 0 OAS 10 AE 6 111111Dn"" ""IH1414p1111 a0(II01 1111, �II������IIIIIIIII IIIlillll������lll ( IN FEET ) inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) yC 2s 14 / / VPCPN / / / N 29/E//// / / / o oc� \ J��t MERIDIAN LAND SURVEYORS ip 17VER0 17 EA H, `FL.B32 0 LB#6 LVD, SUITE 01 05 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MIS-LB6905.COM TYPE. BOUNDARY & TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: PHOENIX THIS SURVEY 1S NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. MATTHEW CROWLEY, P.S.M.#7214 PROJECT# 13-024-03 DATE: F.B.313 PG.78 DRAWN BY.• B.R. 2. 615119 REVISED PER SL.co. COMMENTS BR CHECKED BY.- M.C. 1. 516119 REVISED HOUSE DIMENSIONS BR SCALE. 1"--30• SHEET. 1 of 1 NO. I DATE I DESCRIP77ON BY 0 2 LL O I- w w LL_ Q w U_ 4 z 0 J O VSFHP165 PERFORMANCE CURVES 10D go 80 FILTRATION PUMP 70 60 3450 RPM 40 30 f 2750 RPM, / 1000 RPM 20 1730 RPM 10 D 0 10 20 30 40 50 60 70 60 90 100 110 120 130 14D 150 160 170 160 190 2W FLOW GPM 18" MIN. (NO SCALE) *ENTIRE PERIMETER e'o"o, W.L. SOIL NS SOLID COPPER BOND WIRE W/APPR. CLAMPS 8 GAUGE SOLID COPPER (ONE ON EACH SIDE WIRE OFPOOL4TOTA_) I I 1 I I Li I I I I I EQUIPOTEN. TIAL BONDING GRID DETAIL MINIMUM 18" FROM EDGE OF POOL AROUND ENTIRE PER N.E.C. 2014 SEC. 680.26 POOL PERIMETER BURIED (WHERE ADOPTED) 4" TO 6" DEEP MISC. NOTJBO 1. ALL STEPS ANBENCH EDGES WALL HAVE 2X6 CRDER OF OPPOSITE COLOR OF GEM VISIBILITY 2. HAND HOLD TOLED AT AREA WHERE DECK RAOVE POOL #8 GROUND WIRE T 7p HANDRAIL BONDING DETAIL IT'MAX. WHERE APPLICABLE 48" MAXPER NATIONAL ELECTRICAL CODEWATER DEPTH" p o STEP DETAI1. TREAD IS MIN. OF 1W WIDE. 2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN (3) TREADS ARE USED. 3. ALL STEPS TO BE SOLID GUNITE 4000 PSI. STEP DETAIL (NO SCALE) N.T.S. POOL RETURN LINES2" TO FIRST TEE POOL DETAIL APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. ASME/ANSI 112.19.8-2007 • •• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE • ° ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE MINIMUM 2L SUCTION LINES PER PUMP 3 FT. SEPARATION OR SEPARATE PLANES ° • 3 FT, MINto N • ° N.T.S. 2.V" SUCTION LINE TO PUMP MAX 117 G.P.M. 6 FPS MAX TO FILTRATION PUMP 3" PLUMBING LINES FROM SUMP W/ 3" TEE ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. IS ASSUMED FOR THIS DESGN. NOTE; CLEAN FILL COMPACTED TO 950/6 MAX. DRY DENSITY NOTE: REMOVE GRATE 8 WELL POINT PLUG FROM MAINIR UNDER DECK ONLY &ATTACHYING PUMP/ ACHAU .POOL LINE LINE GRATE SHALL TYPICAL WALL BE SECURED IN 12' TYP- SECTION & PLACE SO^WALL WELL POINT THAT TOOLS \(NO SCALE) ARE REQUIRED1FOR REMOVALSTEEL-TEX FORM R KRAFT WALL 14 #3 @ 12" O.C.B.W. FOR DEPTHS THREADENOTE: THAN 6'ADD 1- PLUGEATER 3 COVE BAR @ 6" O.C. TO PUMP -► GRAVEL BED NO SCALE SWIMOUTS WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE APPROVED WITH FBC 2014WATETRLINE I 20" max. 8"-i N.T.S. w O N WINDOW MODEL A ANSI-15 REC. PUMP = 1.65HP JANDY VARIABLE FLOPRO VARIABLE SPEED LOW SPEED - 36 GPM MAX HIGH SPEED = 98 GPM @ 20 TDH 2.5" SUCTION PIPE @ 98 GPM = 7.48 FTBEC. (8 FT./SEC. MAX. -SUCTION LINES) 3" BRANCH PIPE @ 49 GPM = 3.44 FT./SEC. (6 FT./SEC. MAX. - PRESSURE LINES) 2" PRESSURE PIPE @ 98 GPM = 7.48 FT./SEC. (10 FT./SEC. MAX. - PRESSURE LINES) 200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM BACKWASH VALVE NO 60 AMP POOL PANEL W/(3) - #6 THHN CU WITHIN %" ELECTRICAL CONDUIT \ #8 SOLID CU GROUND WIRE \\�I TO EXISTING PANEL VARIABLE SPEED FLOPRO PUMP MOTOR -� WBUILT-IN OVERLOAD SWITCH W/3-#10 THHN CU WITH-M'/2" CONDUIT S.P.S.T. TOGGLE_ TIME CLOCK SWITCH W.P. DISCONNECT (1) POOL LIGHT (GFI NOT REQUIRED) 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. 2.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT (S) 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER. 4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B) ELECTRICAL DIAGRAM N.T.S. 1.5" SCH 40 n x N COVERED PATIO SAFETY BARRIER: PROVIDE 48" HIGH MIN. FENCE PER LOCAL CODE W/j2) SELF LATCHING GATES AND APPROVED DOOR/WINDOW ALARMS. (BY PHOENIX) 42 ft. 8.0 in. 4 x 9 BULLNOSE BRICK COPING BY A&G 1.5" SCH 40--- -® 3 FT DEEP TILE STEP EDGES TILE 1B-vpDE EDGE 5 ft. (2) 8" DIA. MAIN DRAINS TIED TOGETHER - 36- APART (DRAINS TO BE COMPLIANT W/ ASME/ANSI At 12.19.8-2010 I" GPM Q 2.8 FPS THRU EACH GRATE 5 FT DEEP 2.5" SCH 40 7 ft 7 3" SCH 40 DANDY NICHELESS LED \I1I/ vSCH 49 Vac T' SCH 40 J ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE DWELLING TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM TO COMPLY WITH THE FLORIDA BUILDING CODE CHAPTER 4, SECT. 424.2.17.1.9. SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 & ASTM5034-95, ASTM D3787-89, ASTM 653-96 & R4501.17.1 THRU R4501.17.3 POOL BARRIER PER FRC 4501.17-41.1.17.3 AND ANSUNSPI5-1995 BABY BARRIER FENCE PER PLAN AND 48" HIGH FENCE (SEP. PERMIT) EQUIP-IYICITI 1 LP\ 1 V V I LEGEND 1. 2" POOL RETURN LINE 2. 2" VACUUM LINE 4. 2.5" POOL MAIN DRAIN LINE 5. 2" SKIMMER LINE A. 1.65 HP VAR.PEED FLOPRO REC. PUMP W/APPR HAIR & LINT STRAINER B. 1.5" TO WASTE OR TO GROUND C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE D. VALVES (TYP) SKIMMER 2" SCH 40 �0 1.5" OVERFLOW PAVER DECK BY PHOENIX SLIDERS GRADE WATERLINE 1.V OVERFLOW 24" TO FRENCH DRAIN BASIN POOL N 2N6��ND PB-2 WATER NVNG WIRE TO GRID PB-2008 LOCATION OF WATER BOND BY POOL EQUIPMENT IN ACCODANCE WITH 6W27(C ), POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CPRROSION-RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 91NCHES'(5800 mn') OF SURFACE AREA TO THE POOL WATER AT ALL TIME SPLIT RAIL ALUM. FENCE 2( )SELF LATCHING GATES TO MEET ST. LUCIE COUNTY SWIMMING POOL CODES SEPARATE PERMIT. (BY PHOENIX) File Copy �Io�ES REVIE CODE C PLIANCE ST. LUCIE COUNTY BOCC ZE HAVE REVIEWED THE POOUSPA PLAN ND APPROVE ALL ELEVATIONS, DEPTHS, AND DIMENSIONS TO BE CORRECT UNLESS OTHER WISE NOTED ON PLAN. • APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL a ED. C O ti GENERAL NOTES: 1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND (� WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. 4312 2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOONS SHALL BE GUNITED OR POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ n DAYS) COMPRESSIVE STRENGTH. 3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,600 P.S.F. HAS BEEN USED IN THE DESIGN. 4. REINFORCING BARS SHALL BE NEW BILLET, GRADE M. 5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL 6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES. 7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR 8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE 10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. 11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOH. DATA- .:; ..,.� -" HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL _ 'm1°"�'"'°" •. -.: -. _ CODE- LATEST EDITION. 12 ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN N8 COPPER 13. NO OVERHEAD OPEN WIRE OVER POOL WATER. 14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. I S.F. OF FILTER AREA. NO BACKWASH REQUIRED. I& CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY. 1& SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING. 2" RETURN TO 16T TEE I%o n LU ep o60 0'Q L m ) w l-mu z W DLL 402W< 2U?au U, 11.LU � J w m 093 cf as W Q PAD FOR FUTURE HEATER COPING SAVI NICHELESS LED LIGHT 4" MIN. NO NICHE 1" LIGHT CONDUIT UNDERWATER UNDERWATER LIGHT SP 10-22 WALL FITTING LIGHT DETAIL INSIDE PIPE (NO SCALE) 1.5" SCH 40 PVC SLEEVE POOL FINISH (NO SCALE) CERTIFICATION OF COMPLIANCE •d , , t I . I (oMenlc I yaakm,•w: 640-231KV - mwlpuen: Round Anti -Vortex SuUion Outlet O stir e" not 11.83 in' mu4151p: 55 - -nom Ro,2: 1006PM swif.totc 64GPM 9ase.rNee.amro: _ DEC 10 1001 Btld I„dw16m bren INeJro A1N/ASME11219&1WI IaEAnd,m Ba-AMlpc§1g9IXJe Vk9 W a 6nlnm BaM 1918 IDM) PoN dN Sp` SNnY K[ (cu6e, N:9ntleemNm Ia WNwIn. Inc, 19z9 E.ImpedN NNMdq,LAelIl0,0ma U9z0z1fiR9 los product k t"Med to romplywIM1 41101 o11M1eYmOde 6mkdm BaW MOM) NO and Spa Sahq Kt AlarryM3M1elest mwlU Im4ma0orcmaYM1elwntlMxw.wan,wayP•Mks.cmn9, 99 m wN W.MM1.1pk pNdu[I k mdnulanuretl Oy NdteMay PIxMs, OnaN, U 93030 �! ).YnO651ugk NalQvdU9eIBYf1�1 N41 -, wwwwXEm;t4„b.un.wMe,wedMaNnrdfdaLl¢mn ,�, e,w SPECIFICATIONS MAX. WIDTH 12' MAX. LENGTH 26' rVVL rVlWlr. IAA YJ rnrnl ,y,T„Ay.uppcvp[C-15 Mtt - - PUMP MAKE PER FBC 4501.20 LIGHTS: POOL (1) LED FILTER: JANDY CS200 CARTRIDGE MAIN DRAIN: POOL (2) _ SKIMMER (1) RETURNS: POOL JETS: POOM _(3) NA _ VALVED VAC LINE INCL FILL LINE NA DISCHARGE LINE TO GROUND DANDY "AQUA -PURE" SALT SYSTEM - NA PUMP POOL PATIO NA SCREEN ENCLOSURE NA ELECTRICAL INC POOL PATIO PAVERS BY OTHERS COPING 4" X 9" BY A&G DECK DRAIN NA GALLON CAPACITY -POOL 9,335 GAL. TURN -OVER RATE 6 hrs TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY- 6 ft./s FROM TRUNK LINES TO 8 ft./S SUCTION LINES, 10fDS MAX RETURN LINE SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL - 312 SQ. FT.--W A. ALLEN ENGINEERING LLC, CA NO. 33042 2367 7TH STREET, LA VERNE CA, 91750 TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES r•y A i /lam �./� _ ` �•;.�\ AARON H. ALLEN PE, FL. REG NO.86620 FL. JOB NAME: CABRERA ADDRESS: LOT 3 TARPON FLATS FT PIERCE, FL. PERMIT NO.: DATE DRAWN: JULY 17, 2019 DRAWN BY: F. DELROCCO DESIGNER APPROVAL: CUSTOMER APPROVAL: CHECKED BY: AARON ALLEN SCALE: 1/4" = 1' R CONCRETE POOLS, INC. 1 ROW OF WATERLINE 1 R 3' _.._..._ #3 STEEL @ 12" O/C E.W. FLOOR SLOPE FLOOR SLOPES SHALL @@ REASONABLY UNIFORM AND COMPLY WITH ARIICLEs 5.6.1 THRU &63 CYCOLAC MAIN DF THE SLOPE OF THE FLOOR 22' THE SHAUAMI END W TOWARDS THE DEEP AREA 26' TYPICAL SECTION THRU POOL (NO SCALE) _,p . 1 'OPb Oj0 cooz, � SHALL 5'6" Tl I ,L HICK OPE 4' GREATER THAN V1 (symbolg not scaleable for size) Report of Survey. (Project #13-024-3) ONT. MPRPPEa ® eAp Er IRRON WOcE • Il}£ Q 6UPYET. AS-0IILS . xE MIPUM011S 6 6EEd:E RmPm%c FAAMml62[Ni-9f-wA15 W oxxFPsxN WEId: u ss ® uEctl4t x... Ms 9mNr FmPd61m er: NWum ro mis mRanaX, bIIPI ]s AaM< ua r osr R us ®LPN...'Oe"Oe mf6Pos HVMr ; Ip Rx£ pdXlax IXI WA4ANR LS EI➢PESSD P] IMFUEz 1]i] INdON NKA EWIEVP.HA LIIE R% p WTE VMVE NNT 9EK'I'RpWA J]859 WUS AGXIPA%YN5 RNM 1. VPUIFS AIONF/91XO IES NEiXE EOLE Nai'tli or yEUEryr N MIGAT OnvMVE ppgEfl, g1AL mg1EKP k YAPpER & xLSPp19ffiL [NA&G + IECLL 9fSRPTM 6NI RFRI AS PX9NND 6Y TC Noll. 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No CPP iN vERPGJ WNM ' LEGAL OEGGRIPTON IT ( ICO UU,,E Y` N ^ 1XI5£MEY%FS XTi NIM'101XE WXIENEE pi LOGTM 9F A4Y 1119FXOlWXO B111LOING SET3ACN5(eTRI 0. N RE T ' . IWOTNW9@ XMI9S.f,R No XE, Re VaNnAUMmli dfm1 AS 9101W. FltONi 35' LOT ]. TPAPON FLITS SUBDIVISION,G Ihfle(j TO: ule,^1^^^ REAR - 15' MIN. (M) Re �eVREU OE. -IT ACCOROING TOTIIEPWTIXEREOF. PS Ij pryOENNHOME9 re) EIAEE RECOROEOIN PLAT xOq(68 PAGE 9.OF yj an kpy U . To UL 164LNUNE M0RE55: 1929 ENOXE ATE EXIVE TXE PUBLIC XECOROS OF ET LUCIE 6j wOUI III v COUNTY, FLORIOA R(wrapwn ce. AsavAT ro Unc'nA6E nT i MINI i%'1 ; arN,'etarsAUAL44Mar III 4� a \\ WAILOVJ ffi '6vas.`se'\ fib. \ c ✓ fXMXRTII fAfB&5'T 4. 1 t� 0 Y i I pIII m.. uc FL PIERCECUT IS,q �IAY �'. 5 1T M S 6' N6� \ i\6 O• 9PGWYRN2Ci0 A9G � .. NW & \ T \ to RF rtm]F✓AXCC RA2YAP iI1naW3Jd� 1 s+' 7A "' R1. MRO R&iWRY MIX AHI ^ % BN I G n G G9N f 9 O r ��XYt I I h TYPE: BOUNDARY h IOPOG4APHIC REwsms ANO ]HE M ERIDIAN PRD.ECTJ I3-014-03 4,12/20 AS-BULT a& PIAT OF SURVEY FOR; H)55U NMOVi HE 9cNANFE j LAND OSOITE DAM F.B313 PG>B J. 8/2/19 )W211BDAR0 MC qN EFl.g210A UCENSW SUpt¢yJ 17177NDIAN RIVER 201 VERO BEACH, FL. 32960 LB#6905 MAW Br.. B.R. z. e/s/]B RENSED PER iL.rn COMMENTS OR PH�El� HONE 772-794-1213, FAX: 772-794-1096 EMAIL D FU@bMS LB6905 COM CHECKED Bf* MG ]. 5/e/18 RENS0 HOUSE gMEN51BN5 OR aMEoa SCALE 1�=30'. SHEET.' I orl NO. DA]E OESCFN11gV BY MA p; P.SM.j1214