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HomeMy WebLinkAboutSWIMING POOL PLANwa _JR0wfk. PoR.__5QREFN F�CLciSuR SF1 u 151 ;- ' I io U --* V�Gq- 0 '17�(o 1 i0N RECEIVED :v JUN 06 2018 BE K�P OT N on IE rjtE f. Lucie County, Permitting THESE PLANS AND bLL 0ROPOSED WO1 p� ARE SUBJECT TO ANY C.0R SCTIOIVS_ REQUIRED 6Y�IEINS(�E TORS THAT n 1�6AY BC'1V CESSARY IN ORD TO COMPLY WITH"AM AA 000101 CONCEALED FASTENERS ORA71A CN'IIJ. N1S ARE TH E RESPONSIBILITY OF THE I COl�rR OrO OF RECO O of repose criteria for St. Lucie County only for pool 5 from house 1) #3 re -steel @ 6" OC/BW, • and 2) gunite thickness - 61 min WATER LINE UNDISTURBED OR COMPACTED SOIL TO PROCTOR 8' MIN. STI4NDAKD GUNITE/SHOTCREfE OwOw8 -8' CONCRETE PSI POOL SECTION 4" CONCRETE r4--) TILE rn= 7 #3 O 12' O.C/BW FOR DEPTH TOp #3 O 8' O.C/BW FOR DEPTH S' 8' — 21Ar DBN BRICK r-►c�rr=_ rrl TILE CANTI—LEVER CONCRETE OVER —POUR Mr P-10.LF . WALL DBN BRICK . w[P'AVEN to SAND. . SECTIONS BETTER PLYWOOD/S54&TOR HING 2"x 4"x 8' ®2' O.C. < 2' -F SHORING • •DETAIL FINISH GRADE N.T.S. 1-16 REBAR CONt 2500 PSI CONCRETE ir1 lrl� nN'Lt: 0 8 nr _ rrr_ 8- FOOTER . DETAIL REM ST. LtTC CpI*TY REVIEWED FOR CC RE VIEWED BY DATE o PLANS AND PERMIT OR NO ViSPECTI°N i �1 r LI2 f 51 ` 2 N -1 3'46' _-- SWIMMING- POOL PLAN - SCALE: MINIMUM I' GUNITE I 18" WATER LEVEL FhENZ-- 11N DRAIN v g ' MIN. �1 I 13'-9" - 36" o.C./Bw o 4"CONCRETE ANTI- 16h(g'tYAPMr_-T MD • I - IN. " 1 PIPE PVC PIPE/ SPA-Y,-Sr•:CTION DETAILM COVER FLEX PIPE —N.T.S. 2 1 "-$TEIELUM OVER MICK ¢CONCRiw� 5"- 0"MIN. L SPRAY WILK PVC PIPING IN (;UNITE/ a i2!" SHOTCRETE WALLS I SID KOVN P.E:' #16668 FOR POOLS &/OR SPAS BCREEN ENCLOSURE _ S W I1lM1lMI NG � .P Y ° �"F,�'%, ENGINEERING (BY OTHERS) BRICK PAVERS PLA 1 " FOR •1 d . ` ;' , No. 1666��,�?7? 0PcCC I �� STATE OF % � 114 , Q EEW BESS C.T � � ; �, Erx 8•x 18' U-BLOCK OR PRECAST LINTEL FlLLEO SOLID WITH CONCRETE 3000 PSI O MAYS SOIL E ) j EL SID EN ,. #EB-000683 m T �" 139 ISLE Y m Zoa CR AR 01��00AW (TT'P.\}---- PALMBEA .'� v� I aOCL For Z 0 32" OC/13� RQ UNDISTURBED SOIL ' ENO ExCEPT10N5) `- DRAWNBI SWIM IN BENCH DETAIL SWIM OLDS 6ENCN DETAIL i PIF-KE IFL INEN' AYRINGFF RDE WL C(O") � - H GARDENS, FL 33418 Fl1a IT'E PopL, ©1±5t�ti15 SHEET 1 , OF 3 JOB NO: pond lop STEP Ii Ff 1ft 1 FrT'i 144'1 1211 9FT090 TO SPA PRESSURE MAE AND AR RELLMME FILTER PUMSTRNNERP W/ twR & UNT W POOL SPA PIPE SIZE FLOW (ft/sec) PIPE'SIZE FLOW (ft/se6) FLOW THRU C-M P MD GRATES !1 PIPE FLOW MAIN DRAIN 33.1 SKIMMER . 1 7,RETURN TO POOL/ SPA.. 0). 2 11 ASSUMPTIONS: FUUL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD POOL RETURN T'FROM PUMP, 11. FROM TEE, )I-" AT 114LE-T 2. PIPING DIAGRAM DECK ANCHORS 'et. r 3 TW. W PIPING SCHEMATIC 12"_6 T GROUND E 3 CRE IORS 3 WATER LEVEL * TO PUMP HANDRAIL & 6"M1N�12*MAX 3-TREAD LADDER STEPS (240—SQ.19. MIN) N.T.S. N.T.S. H/W VAC LOCK #W40Q EL, 5. 10,-" DECK ANCHORS t GROUND hc,0wrRE-rF_. _5IAG or PAVER6 11(rg- F_Q\xjPMEkjT 5 ff-DURF-D \t -K TAP(M45 or ERIJIV I Ev FBC 201 SEC 45,,%.4, .3.2 & ANPI/ISME A112.1 v" MAIN DRAIN Q. •W­- SKIMME'R & VAC DETAIL AvJ'31 440 R 66 No. 16 8 '04 y STATE OF 1JJ Z % ASP 0, 04 1—i. 02 S31D K I VNER, P. -416668 - --- -- ------ "'/ONAL j PIP JF_ L -,W D Nidii"kNG -open Area 38-79in' -0006831 #EB -Flow Rate Verified May 201 fto CPSC Test Protocol 13 9 ISLE VERDE WAY -lAPM0 Listed F1 4w Rates: TorZ.5"plumbing using two outer ports 1 PALM BEACH GARDENS, FL 33418 308GPM (Floor) & 212GPA1'(Wall) For 'ftftmiW-- For 2.5" plumbing using cente'rportc;nly= 200GPMj(rlo`&r) &')6BGPM (Wall) .7 -For 2"plumbiti4 using two outerports= DRA WN A Y. -SHEET7. OF 3 268GPMJ(Floor) & 192GPM (Wall) =ja - -For 2"plumbing using center port only = . JOB NO: NOTES: ONE OF'THE FOLLOWING POOL SAFETY FFATURE'OPTIONS MUST BE PROVIDED: 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OFdl"7.17 OF THE FLORIDA BUILDING CODE, Z THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER. 3. ALL DOORS AND WINDOWS- PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85db A AT 10 FEET OR; 4, ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TD THE POOL MUST -BE EQUIPPED WITH A SELF - CLOSING, SELF -LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR J 111J1 �11 Nt Flow WP-NOVER 22 GPM e Iwo RAM GA_(ZTRI pG�E r;9 FYI � 150 F72"-< ...-..F-T-2< ��).LTEf� puMp•-.- GtSRVE _5VPFR_M...v5 _...._.._►-5_ N' _ EI.ECI 'RIG R15ER DI AGkAM Ouse PAUR t o -.PV POOH. o9b IlI PVC FQ L 2� y 1ieS p10 2.p2fJGm EQUIPOTENTIAL BONDING GRID NEC 680.26 (c) 20,i 4 Alternative Method per FL Senate Bill SR 2836 Executive Order 2007-187 signed June 19, 2007 FOC 101.2.1 tingle #8 AWG bare solid copper wire -��ound entire perimeter of pool and conneted to pool re -steel in 4-equally spaced places from #8 solid insulated j tails and connected w/approved j mechanical fasteners i.e., split bolt, bronze pipe clamp (w/bronze screws) SP CIFICATIONS: crr N 2pt FB�c 1aI�C It 45®t R IA.2.1 1. THESE ENGINEERING PLA S 0 L� WI F$C Z0�• C. 454.9 PRIVATE WIMNIING POOL FBC 201:-1•a4EC. 4501. ENGUMOERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSI/NSPI -4-92 & NSPI -5. 2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN 3560 PSI @ 28 DAYS. AK517APSP - 15 I tAili WASPCI ICc1- 4151(0 3. RE -STEEL I 0 BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. 4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 0,v.3, 2.13.2 • PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PiUMBING PRESSURE 35 PSI FOR.15 MINUTES (NO AIR PRESSURE) SEC. 454,2.12.1. 5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680./Z014 6. SOIL STA MEMENT: SWIMMING POOL / SPA / PATIO -- 0*4 %S,4Ve�. 7. POOL / SP4 SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (Fly }4/ 0 8. POOL / SPYHEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO LIMIT WA: TEMPERATURE TO -5104 ° F. FBC. SEC. 4VA.2.14.4. 9. ALL GAS P�APING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTIRCAL TO NEC. # 680.120t 14 10, AFTER COMPLETION, THE. POOL /.SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT -SO- EVER. A LICENSED POOL,CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS. HYDRO -STATIC RELIEF VALVE I5 USED AT INEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE (WPB QNLY 11. THE POOL / SPA -EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMNINATE STRAIN ON PIPING. 12. TYPE 'O' PI OL WALLS VERTICAL WITHIN 11 a, DRAINAGE POOL / PATIO TO GRASS (PBC). 13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS•IN FIELD WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES. 14. .THIS ENGI iNEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID ENGINEERING AND IS NON -TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER. 15. WARRANTY: THIS ENGINEER WARRENTS THE SERVICES PERFORMED BY EL -SID ENGNEBRING ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION CURRENT 'Y PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE. POOL DATA & EQUIPMENT & CRITERIA: POOL DIMENSIONS (2 /' x O 1 AREA _1%J - PERIMETER 00O, DEPTH VARIATION 3r ��" 5� VOLUME -7,900 GALLONS 'SPA DIMENSIONS l7 RAISED 1211. W / �JACUZZI JETS `75W -12V LTTE 1- 5pA POOL / SPA PUMP P- SWER FUD VS FILTER P - CC- 150 PUMP 1 •S HP__Jp___GPM (, (pPjl -RH TURNOVER RATE Z- HRS. L1TES I ` POOL WATTS HEATER P- ORATEMP BTU ELEM IC FUEL HANDRAIL NAOM / SWIM -OW-IN DIAMOND BRITE /GEM COAT STAA1DAR® COLOR !II)yyl� I SLIDE DIVINl3 BOARD AUTO -VAC CLEANER INLINE CL2 puTo PILOT Y 1, SHEAR DESCE!ff WATER FILL LIONS HEAD / ROSETTE _ ter � IDWgr ,; PATIO f3 3o0 T + yOD MATERIAL AA gS W / DOD Y�eS i. SCREEN ENCLOSURE JES FENCE - Vleott P1"i YAP I ALARMS / BARRIER W06 1f�11�9�� 3s n Grade for paver or concrete deck EQUIPOTENTIAL BONDING #8 solid ground wire shall be positioned 4" to 6" Into subgrade material of decking adjacent to Pool structure. This #8 wire shall be bonded to Pool structure rebar in 4 equally spaced points i Where decking exist. This #8 wire shall be placed . 1811 to 24" in proximity to pool structural wall. I ELECTRICAL. CO AMP POOL PANEL W/ H - �1 1-by4'' # Br' CU WITHIN MANUAL if? MIN. ELEC. CONDUIT` / P V♦Gi A 06 SOLID CU GROUND WIRE c T. CU WIT TO =ST. PANEL (GFCI PI ]ME CL S.P.S.T. TOGGLE ----� W. P, DI SWITCH � POOL LIGHTS 12 VOLT TRAN9FC j ( GFI NOT REQUIRED) JUNCTION SOX ;! 1. ALL ELECTRICAL TO COMPLY WIT111914NATIONAL ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE C Ar POINT OF CONNECTION. 2. 341211W CU WITHIN X411 MIN, CONDUIT FOR FOOL 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ 08 SO 4. PROVIDE W.P.G.F.I. OUTLET 10' M1N. - 20' MAX. FROM -5. ALL POOL PTIMPS TO BE GFCI PROTECTED PER NEC 6 - - 14" 9 . - PIPE REDUCED TO 1" go AND RUN TO DECK 63 /DOS L\ 2n SCH 40 PVC LED Ll SLEEVE SP 10.22 WALL PITTING - OR EQUAL N, INSTALLED INSIDE PIPE IAG-RAM OR STARTER SWITCH MOTOR w/ BUILT-IN 0 SWITCH W/ 3,- 412 THIINN ' yrr MIN. CONDUIT CODE, 1, BARE COPPER. TERT EDOX, 12nil.-9n-d. Install in Skimmer- • Using proper sized plesllo bushings, PoalBond ran be Installed In one of the threaded skimmer ougel parts. Sao "Assembly Procedure' for proper tightening of PoolBond. Install in a return line: • PoolBond can be Installed In the gllrellon return line adjacent to Intel tilting. Avoid Installations that could Irap air.. • If accestem v is required for service a access. a sprinkler system valve box can be used far access.u- Do Not Install as Shown -� Trapped awl paved properconbot with wafer OInstall on suction side adjaoent to equlpnxN t-pad: P n,,,r • Install on suction side plumbing at least 3' tielow water level. • If access Is required for service purposes, a sprinkler system valve box can be used, Cmid. EM R...mm.nd.d3- _ _ e.law W.In L.v.l 1 pg Solid Copper Bonding CORD Split Bolt AIL• �\\��11IIII1//%�� KO q \N� GjX'ECENgF No. 16668 '0 STATE OF % 4U .� PoolBond Ceelln I Inch Male Pipe Thread MAY � to f SID KOVN E. #16668 EL-SID ENGINEERING #EB-0006831 139ISLE VERDE WAY } PALM BEACH GARDENS, FL 33418 For JOB NO: SFEETL OF2(SURVEY 1 SURVEYNOTCoMPLEMWTFHOUTALLSHEETS MAP OF BOUNDARY SURVEY PREPARED FOR AMERON HOMES, INC. -•` ELEVATION NOTES: ALL ELEVATIONS SHOWJVARE EASED ON JVORTHALOMCAN VEMaU DATUM (JVATID'88). FXISIWG ELEVATION= XZoo • PROPOSED FINLSEW FLOOR ELEVA7TONMAYBE SUBJECT TO CHANGE PER HEAL77f DEPARrMeNT. PROPOSEDELEVATION=\20.00 - DRAINAGEARRow--_ • F Fv .. —-30VMEIGN WAY (z0' PRIVATE R/11)Its ala = _ N:N _ LOT F BLOCK 23 OCCUPIED ova FFE = 4.88 CONNECTED TO 071m SITE BENCHMARK #2 COUNTY WATER ELEVATION= 3.15 J -_ (WR'I1lG97IDJ .16 70456'FIR Aq . O- I Cr ..� . 22S •% iia W cJ�l L=36.74 9.6 + ,.�bsFpf�pYJLPOWtID7 - . LIFT %\A=70'10'64' o nw r' o f / yAd, B04T FIR 5 8' (NO ID) P' er !d' r,Qp W (i I �•/JSc I RE BENCHMARK #1 �. �XT, a! 4?' 4�3� ��'?8' � ELEVATION= 3.274'¢Q,. :. (NAVD'BB) da : % J o P 20' P.U.&D.E. LOT D PR BLOCK 23ft OCCUPIED Alp � �1;11 FFE = 4.96° CONNECTED TO r '�311 . COUNTY WATER s� k3 / SO i� Z_ w/JYS<101/f v1 _ X% N87'43'4 V 0 MERWMER VOL\,��,��i E,- 0 � �tiALL � 10 ` � QpIVEC Ow r-wm `��3 I�a�LL Fla X, No. _ * , 1666E V- 1 O 7O .STATE OF ; er a� _ o , -_ zss ;c A/ �.` •r` 0 GFAPHIC5CAL•-1= • O :f. _ � WA7ERI9.VAGABC& /., � � OR I D � • � �' 1p " _ c �e �LEEAerNDsucOatsDlF�ss77�-xlm+lass ,sstiBiRtaRYse .bQL =/UtS1CV.RUIYAND 1 ��- 1 � F'r. 'GSARER'ASBOVPON774E F WAYDREOPQUEEN HLSS CauRr. I ••'• 1"T=jp' 6 , �� ,NB170"9 - EMC06/9N77 •• aA DATE-05/17/2017 RCamm- COVMYCOMW£M507/20/27 Know It Now, - Inc. WP.Br•N.ws. RSWSION-COUMC%Wrr 09/18127 PROFESSIONAL SURVEYING 'AND MAPPING a P117aas•TRrssou7roxosirwt7 RevISDN- 5220 US_ HIGHWAY 1, #140 VERO BEACH, FL 32907 FLORMA BUSUMS CRR= OF AUTHORIZATION NUMHTi6 LE sole one (772) 925-2250 mw SFIEET 2 OF 21SURVEYDETAMSJ SURVEYNDT C:OMPLZM WTTHOUTALL SHEETS AL DESCR1P770N JOB NUMBER 1705-049 T E, BLOCK 23, QUEENS COVE - UA7T TWO, ACCORDING O THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT OOIC20, PAGES) 6, OF THE PUBLIC RECORDS OF ST. F7ELD WORKDATE: 05II7/2017 CfE COUNTY, FLOPZDA. PROPERTYADDRESS: 114 QUEENBESS COURT, FORT PIERCE, FL 34949 FLOOD INFORMATION PANEL NUMBER 12111 CO089J FIRM DATE: FEBRUARY 16, 2012 F.LOOD?ANE: AE BASE FLOOD ELEVATION.4.0 AERIAL PHOTOGRAPH i URVEYOR'SLEGEND PFE•PDVSfIIDFZDORFZEVA170N PCC-POVvT0FC0JMDL7NDCElRVATORE FIP =FOUND IRDNF7pE PCP • POILTAWENT CON70LPOST LINETYPES E-Am ccu u7m=G FIPC- FOUND ZRONPREANDCAP FOB=POATOFBLGDvIm r,-BOuA7myLm ' BBARD7GBASO PDI-FOUNDDIWB= POC-JKmTOFC:OmAfiWCEmmff 8FP- B4CW.fWWPpI?vzv PJt FDIC=FOUNDIRONRCIDANDCAp PP -POOL PLW=S7RUCTLam me . BVD.DING F7V-.F17UND NAIL PRC- POW OFREVERSE CURVA77JRB �=CT,JYIHlLDYE - 8LI(-BLOCK FNRD-POUNPMAMA=DISC JVX-FERUANENTXEPBRFNCEAlONflkMn �'..—.. .BENCHMARK FWD -FOLMD Pr-PO.N7'OFTANGWCY------EASEURMLINE C-c mvs FPK=FOUNDP/CNAIL R-RADAW ="0 - GkL.E7x.. RIM �--'_-"-•-FA'GBLlNE FM-FUUNDPKNAM AND DISC RNG-RANOs CBar_A7CHBASW PRRSPK-POUNDRAILROADMVm R/W-RIGH7OPWAY Up-�LOVKFANCE GM=�FIYDRANr BEC aE SON SYMBOLS = C0NCRETEUG7rrP07E M - IDFav7D•7CA77DII SIR = SETWONROD AND CAP ONC-CONMETS 1,=LSN3-3H SPRD-=PK NAIL ANDDMC=PBPBHYDRAM-CATL77BASIN =COMROL ADAIR` L81=LICEWSEDBusuvEss SV-SEWERVALVB P-00NCR878FOWER?OZS LSN-i,ICEWSm$Emvmm TBM=lXM7GRARYBENCWftRK ® =WAMAMTR ®-SAAWARYNAMMIS D.sFp . M-NEA124mm 709 =TOP OFBAfW 1 F•DRAINF7ELD MB=NApB0aR• 7WP-70X195•W �-FORWPOL3 Q-CAB1ET.V. 51k7TI= FLEV=ELEYA770N MES-ldnW$DBNDSBC7MN TR-7EMPHONE RMER - ELECTRIC MCM MH- MANHOLE n? - 77P1CAL ®`GA89EltUlrZ ®-FdELMzrC SM V7C,E EOW•EDGEOPWA79R MLP=METALUGurpOLE WIT-N712NE55 EDGE OFPAV•}1 •=LIOHTFVLE-T&iEPHONESERtecE EA(ENT ORW-OVERfNADWRISS WLP- WOOD LR.-.HT,P0L8 F-F737:D P-PLAT WAf- WATERAd7'GR ®- WELL ® -DR4UVA0EMAM9UX POUNDCONCRETEMONUNPxT FB-FTATBOOK WPP- WOOD POWER POW FDH FOUM?DRULZIOLE PC-PDW0FCURVA7Wm WV=WAnW VALVE $=BENCB7dARX ®=8ANrrAR7_SERVR=_ VEYORSN0785 I.17RS SURVEYDDES NOTDE7RRhUNEOR20=73LAPMOWpEJM p. THE suRT/,EYORbID NOT RESEARC90R ABSTRACT TiELAND RECORDS FOR MGH=.0F=WAV FA.SE6fWyS. pjLWaVA=A DEED RESTRICDONS,=WM REGULATIONS 9E7BA005, LAND USE PLAN DE =JATIOn AWONWO DEEDS, LZWS, MURPHYACT MMYTE-OF WAV, AREAS OPLOCAL CONCE AV, OR OTHER S MMMR15 =JWAL 77CWS TO THB EA7'FXTT7iAT 7NI5 770'B OFLVaRAfA770N75 SHOWN, ITIS SNOWN6QLmy ON ITT8BAS75OFAPORMA770NMVMRD BV7M CUWr OR 1NFORAlATlON077gRMEBNOWNTO7MMMVEYORAMDMAYIvor BEcord pL (Y. IINABRGROUND U7DI77E5, AVaDDVGFOUNDA77ON; AND OTHER UNDERGROUND FDO'D 1MPROVamm WERE NOTLOCA= UNLESS C7VERUM ADICAM 71D rJM BxTF.WTTfiATTH1JTYPEOFEMORNAITON19SKOWN,rrxSROWNSOLMYOrr=BA=OFSURFHCEIIPD7cA=ffSOSSWR BYTPIESMW ORAMJLlAYNOTBECOW= . .7uRISD.ICTIONAL WETfANDSAWD FNDANGERP.D ORTZIREATP•NEO SPECIES HABITAT, NAWY, 771ATMAYE=F ON ORAWLM THE SURVEY SO$ VIEW NOTDBTERMOVPDOR OCATED. 777E SURVBYDATB IB rNE Fg m Au.E SftOWN➢VTNa70LEBI-0CK, ko7THBSIMM,uREDATE THIS SPWRYMAP OR 7HE CaR=7kL REOFARENOT VALID WN7(OVCTHE 5f0NA7UREAND 771B,ELECIROMC OR ONGINALRAISED SEAL OFA FLORIDA lJCW$W SM119YOR VD L(APPK12 -FENCESSHCUWONSMVEYAREFORDLL%=AT/VItPURPOSCSONLY.FF.IYCE778SSHOWNARERMA.77VET07HBCF OFS4DMCF7P1EgMMrORW=IWBB ONSTBLEFOR DAMAGESRESULTINGPRaW7H&REMOVAL AND/ORCMyrN ES To ANYFBNCESUN'IPSSWESURVEYWABPROV/DjM XAUrFORMCe;.00l770N' SES - B. PROP'ERTY=RSAND OR IdWR0'WJ6R.N(,'S SHOWN WERE F7I7'.JCALLYLOC47EDBYFZLD SURVEY. bIONUNEMBFOUNDORSSTAREMWWN, CALCULA7ffiIWWANDNFORNA7iONlSNDTFDByp. 70. COMP7NA77ONSQUINWANDORD1rANOTFOUNDARE mowNA5/G}. ACCURACIES OBTAINED OY 7TD5' SDRI/EY!$ GRBATBRT714N fRuBA•W I' RF5000',(SUBCIMIAN/ 1',U?500',fWWdERaALI 1'DI IO,000'. IR PRTOR 70 SURVEYDWORNAr—OBTAWP� WASI.BCAL DPSCRmI7oNPROM CUMr � FRONFUBidClYPU&.L4t1FL cOUNl7'7AR COLLECTOR SDI; RBCO.ROKDPIATSAND WCTIONOORNER RBCORDSIPAPP=ABfE 73 TF ONLYA D1OIr- SURMC0PYISRE0UIRW,4 SVRVBYREPORT vl=BB PLACWXFSE T71b DIGITAL SURVEYISNOTFTIIS.AND COMPL4lE W77ROVIT7IE SURv1sYREPORT SURVEYOR'S (SIGNATURE CERTIFMD TO. NOTVAtM WOPIOUTTMOORATURE Aft MUDMALRA= W&0AEIS=W =8EALOFMS PtARIOA UCENSEO BuEmTMR EEWIV. THE BuRVEVOR SEti W CER wms 7HATTN6EIECMOIUc AMERON HOMES, INC. SIONATJAENID SEAL REIQOO MP.E[S PFAC6DVueeICPORflI1H Cf1AFieR s1.17A670PTRE FLOAIDA Ijl16Dit5'CATIVE CODS,PURSUASIFTD m=mNA72.025. pLORDIA 9DITOCE8.TkT WAvEYOR m=ur GEO,F,FREY$ACCI nMTTIM OURVEY MEETS THE,ONIMN TECRIRCAL SrAN)ARDS FOR SVRVM,9ETTORIH I BY TNEFIARMADDARD OPIONVETORS AND HAPPLRS INgtAFFERFI-27.Q57 AND Sr-17.022 OFTHE Fes. ELODIEBACCI IIIIIIIII PLORIDA ADMVU$TkATNE CODE, r.I=NF1'TO SECCCON 4T2.077, nC=A6'1'ATUm. s _ I-1 . Know It Now, Inc. a1LLH3' = DATE SURVEYOR AND MAPPER #4636 PROFESSIONAL SURVEYING AND MAPPING STATE OFFLORIDA 5220 US HIGHWAY 1, #140 V.£RO BEACH, FL 32957 Phone (772) 925-2250 ; FWRMA BUSOM61 CZRTjnuATz OF AUTHONUTION NUMM Lei'_ 1