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HomeMy WebLinkAboutConstruction Plans• J � ear' E w(1. IR"F (r' RnISEn a t 0 1=771nv RED oRcl� Of repose criteria for St Lucie -County only, for pool -� 5' from house 1) #3 re -steel "@ •6" OC/BW, and 2) gunite thickness, - 6" min - -WATER-LINE - '`.---- UNDISTURBED OR COMPACTED/ SOIL TO PROCTOR L 6RE $1ANDA29 ; . ofoo PSI! POOL SECTION 4' CONCRETE #3 O 12O.C/BW FOR DEPTH To V 83 O B' O.C/BW FOR DEPTH Ft B' DBN BRICK $ CONC nLEI I,D ;r JH'0=�821TE CANTI-LEVER Mfi F_ DBN BRICK _6N _881CK CONCRETE I�(P��V�EN IpCpNCRk�E OVER—PouR WALL SECTIONS �SPRAy_QCK 5/8" OR BETTER PLYWOOD SHEATHING 2^x 4"x 8' ® 2' O.C. ENMNVENCLOSURE ENCINEFRINO (BY OTHERS) 2'� SHORING . "DETAIL BRIM FAVENB FWISH GRABE N.T.S. .T n 1-16 REBAR CONT. 1�1 4Sot) P51 cotKafm 2500 PSI CONCRETE W/6"x 6 Cf }-H3 # 10/10 STEEL WIRE MESH OR 1 FIBER MESH, (11b/'YD•' ) IV °—O °—O °""-'O '�O 3-#3 MAR UxOIsiNUBEO'sOL 0 0 60 4-T. DEAIL I lc4 RFOOTER.o®� Bw�- (TW ���/" T��(T,1[ F rFG' //.`` //���` T� 1 Fps L / p RESM Or eq%31v I "oc� ,7bT\yF, __ 4 J V LV R� V R bs I — l/ a ,1' OC/Bw (TW.) NOITJOOR x) V SWIM IN BENCH DETAIL SWIM QIJT BENCy DE NTS NTS r r SWIMMING POOL PLAN SCALE: 1 /8"=1'-0" I' WATER LEVEL 18" 5" MIN. 3-B" � 36'• O 1 O.'. O.C./BW 18 ' ANTI-6NiAaPNe. T MD. 6" MIN. 1"-MIN. COVER FLEX PIPE —N.T.S. PIPE PVC PIPE/ SPA X-SFCTION DETASIDKOVN 1" STEELCOVEM I 5"-10"MIN. PVC PIPING IN GUNrTE/ SHOWRETE WALLS FOR POOLS &/OR SPAS SWIMMING P5,Q' E. PLAN Fn D #1 No• 16668 Z 226o S R< R� D 'p STATE OF / #J I O 1 FT PONCE FL EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALMBEACH GARDEP For Vs Ail S M ST. DEC 2 0 1,.g �k L C } L \ t It � t6l RR15r-0 MIA 24t LED. SNEER DESCENT, Wjr CAI n ;q 0 Pam ra W ffl 23 (�yn CO Zz '10 m PIPING SCHEMATIC Nts LEVEL 6"MIN-12'MAXI ,n III 11_i H/W VAC LOCK #W40QQ ry F11C 201yy SEC & AN51/ASME A112.19.eM SKIMMER & It 140 T 3-t""Rol To 3-.LEO fiU6131i r 3 - I" RIE U RO TO 3 - 5f1 0t;5CEtJT w(j p ZZ" REiVR» iD pooL CLZ POOL FLOW THRU CM(a MD GRATES PIPE SIZE FLOW (ff(sec) SKI - PIPE FLOW MAIN IN :— 21% 3.3 � $ RETURN TO POOU SPA _%; °._ -._(0•5 10 .._...... ASSUMPTIONS: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD POOL RETURN 2y FROM PUMP, T! FROM TEE, 1 " AT 114 ti PIPING DIAGRAM 3—TREAD LADDER N,T.S. 7 TYP. —i 12'. �r I HANDRAIL & STEPS (240—SQ.04. MIN) N.T.S. MAIN DRAIN DETAILS A1,7m s . F6C (;� NAuvH6LD 0�1L C r- GROUND 7 E or SLREQUIP 6a1T S 5FCURE9 <3Is_TPR[nn15 or%will, ` 2 1 i — No. 166 '11 fill * _ _* a — ' STATE OF % f11 s v SAID EL-SID l�Vj�k1NG •�, -Open Area=38.79in' #EB-0006831 �;�.�-.� �.�- -Flow Rate Verified May2017 tv CPSC Test Protocol 139 ISLE T�ERDE WAY _ ::. y•.Sv., :�•. •/APMOListed Flow Rates: _ •FOY2.5"plumbing using two vuterports •_ . PALM BEACH GARDENS, FL 33418 a 308GPAl (Floor) & 212GPM'(Wall) For =_ i F5 Rlumbinusing cen [eiport only 200GPM;(Pli &'i6BGPM (Wall), For 2"plurribinyusing twoouterports= DRAWNAYSHEETZ 268GPM (Fluor) & 792GPM (Wall) _ •For2"plumbing using centerport only= JOB NO: -, 784GPIW (Floor) & 176GPM (Wall) — -- - _ P.E.. # 16668 SP "CIFICATIONS: T ggN7pL t261, CR45©t R10 /•Z.1 I. THESE ENGR4EHRING PLA S 0 �Y Wl BC 201 ,�C. 4y4.1 PRIVATE Sa, l POOL FBC 201.1t$EC.4S01, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSI/NSPI -4-92 & NSPI-5. 10t.1.1 ANSI/APSP- t5 7 2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN 3500 PSI @ 28 DAYS. AK511ASPCI ICC' g15,(o 3. RESTEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACT STANDARDS. ' 4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 4192.3, 2.13.2 PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12:1. 5. ALL RE -STEEL, LITES, LADDERS & HANDRARS BONDED W / #8 GROUND WIRE TO NEC. # 680./Z01 N 6. SOIL STATEMEMENT; SWMIMING POOL/SPA/PATIO- .fty*9% 7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE "TITS BABY" FENCE OR ALARM SYSTEM PER CODE OY HI' 0 y .. 8. POOL / SPA DATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO LIMIT WATER TEMPERATURE TO < 104 a F. FBC. SEC. 4SA.2.14.4. I . 9. ALL GAS PAYING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTIRCAL TO NEC. # 680./2011( -" 10. AFTER COMPLETION, THE POOL/.SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT-50. EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS. HYDRO -STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE (WPB ()NLY 11. THE POOL / SPA -EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMNINATE STRAIN ON PIPING. 12. TYPB'O' POOL WALLS VERTICAL WITHINI 1 o, DRAINAGE POOL / PATIO TO GRASS (PBC). 13. ELSID 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 UTILmES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES, 14. THIS ENGINEERING 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 EY EL SID ENGINEERING ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE POOL DATA & EQUIPMENT & CRITERIA: GI r_r;r,1C R15ER 1D11Yr61SP11''1 MCV11MW�D I•�d'9ll I....... .......:.".,...., tf_ta 2Gl '--. c�.n 1b IloI1Sr PAUGI CODE COMPLIANCE zoo ST. L6CIE COUNTY O BOCC 2P POOL I Itn FSLI 1101E5: FFA ON EM FlXIDWIN- P00 •pFETY iq OPRON� M R B PROVIDED; 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF[1SqLI7 OF THE FLORIDA BUILDING CODE. L 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 'MTN AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 55db A AT 10 FEET OR: 4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO 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 _... " APSP --15 1114- M FLow -6 .(0411Z 1WRNOVER &J cipm P_ linin RP MINIMUNL .FILTEa..6PF-AAII GARTRI DGE [11 . Fj1 Z 2O0 i �E _ ...... PT2 < 3.1-TER PPMP.,- WRVS FPL Zi 9C 111V5 1is14 0.u10 1 fl'S GIRT/ ca�ek EQUIPOTENTIAL BONDING GRID NEC 680.26 (c) 20•S 4 Alternative Method per FL Senate Bill SR 2836 Executive Order 2007-187 signed June 19, 2007 F@G l01.2.1 PUMP Single 98 AWG bare solid copper wire around entire perimeter of pool and contacted to pool re -steel in 4-equally spaced places from #8 solid insulated _ tails and connected w/approved j mechanical fasteners i.e., split bolt, Grade bronze pipe clamp (w/bronze screws) ! for paver or concrete deck EQUIPOTENTIALBONDING #8 solid ground wire shall be positioned 4f1 to 611 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 98 wire shall be placed 1811 to 24" in proximity to pool structural wall. DEPTH VARIATION VOLUME L41 I OO GALLONS SPA DIMENSIONS RAISED W / JACUZZI JETS , POOL/SPA PUMP If- INItLL(" \I- FILTER F- CC- 7 00 �l , PUMP 3 IT GPM e,15t TDIA -TURNOVER RATE 'i- IRS. ZL WATTS HEATEBTU FUEL W4P11R/SWIM -&tL'Ti'-IN �1CI.})pEQ DIAMOND BRITE / GEM COAT STAMAW COLOR ° ' SLIDE DIVINQBOARD AUTO-VACCLEANER INLINECL2_fE l At., SEEM SHEDESCENTWATER,,F�`ALL 7j Z rL,}D LIONS HEAD/ROSETTE J-LE.D B�UBLffS PATIO . AZ IOO(A MATERIAL PAVF95 W/DOD t}J�L EIP SCREEN ENCLOSURE FENCE 0 Install in Skimmer. • Using proper Blsed plastic bushings, PoolEand can be Installed In one of the threaded skimmer ougel pods. Bee -Assembly Procedure' for pmpor Ughtening of PoolBond. 0 Install In a return line: • PoolOond can be Installed In the gllrallon return line adjacent to Intel gTUng. Avoid Installations that could Imp olc, • If access Is required for earvlca Purpoess, a sprinkle! system valve box can be used folemeee. Tmpped etx.T,*aaltPRelmnbdv.N,wala OInstall on suction side adjacent to equipmentpad: • Install on suction Bids plumbing at least a- below water level. • If Bcceae la required for service purposes, a sprinkler system valve box can be used. , HID #B Refill Copper Bandlna LVDI I- am xa PVC Cone SLEEVE SP la4l WALL Split PITTING -OR EQUAL INSTALLED INSIDE PIPE ELECTRICAL DIAGRAM 60 AMP POOL PANEL W/- ilhg4p $ 'CU WITHIN MANUAL MOTOR STARTER SWITCH I" MIN, ELEC. CONDUIT . HP PUMP MOTOR TO BUILT-IN OVERLOAD SWITCH W/ 3 - #12 THAN #8 SOLID CU GROUND WIRE CU WITI INii" MIN. CONDUIT TO EXIST. PANEL r�(GFCI PROTECTEDI W V ]Mg CLOCK ' 9.Y.8.T. TOGGLE W.P,DISCONNECT SWITCH 12 VOLT TRANSFORMER POOL LIGHTS (GFI NOT REQUIRED) JUNCTION HOX 3. ALL nECTRICALTO COMPLY W1TH%GIANATIONAL ELECTRIC CODE, ELECTRICAL CONTRACTOR TO VERITY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2. 3.912 TRW CU WITHIN 1,211 MIN. CONDUIT FOR POOL L1GRT(S). 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER. ' 4. PROVIDE W.P.G.F.I, OUTLET W MIN.-20' MAX. FROM WATER'S EDGE. S. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 600,22(B)_ FA/4, // No. 16668 1 STATE OF raw 0.C�•, F�ORIOP,: N SID EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENS, FL 33418 For LI" cennd. c.s a.amm.ne.ar 6.1o•NHeH"tl 1oalBend Bastin Inch Mole Pipe Thread H a Pam.. SITE PLAN " � mmowX IHO* ATrs mac Tmw) LOCATED IN SECTION 23, TOWNSHIP 35 SOUTH, RANGE 40 EAST Dm41L.DR CITY OF FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA N E ss 4 49T1- NORS6VEST ve 1/ ex9 Su•w \M NORTH ST. LUME RNER WATER CONTROL LNSTMCTCANAL NO. AS I5 ! 4987 1.6' S00m BgZuffa G; - N D9YO7s E - - - MR4 410 s4aDHv - - - - P 40• ® j �I(; MODEL LLOT4 PANY I!,; a I NE7/ SECTION= 8 LESS AND ETCCEPT PARCEL N occurtm DI; I WELLANDSEPRCOI?OFRAIMGE \ g i u F n9 w LEGEND & ABBREVIATIONS u a " I. some '03 z7.73 G>s TmNe \ A ARC LENGTH A/C MR CGIDMONER 2025 18.91 \y. eu BENCHMARK 19.92 19.21 18.43 C DAUD"LATED Mo. HOD MEASTRE1HD11S 20.4 2 Nearoe r 18.36 18.25 17.65 \ CA u 450.30M as9 v 17,77 \ 17.52 M CONCRETE MONUMwT 1 25 vazzN¢ 4p Q 4� � N S CONC CONCRETE DTYL19mP6 W 18.38 17.38 ELEVw ELEVATOR it elsv-:I.Si•2�"/-15 Zd� >118.62 \ - EE FINISHED FLOOR DUEVATON ^"_ a 19.25 / • J �Ic 19. / END FOUND OL I r I ( •pffi x 18.41 x 18.82 / 716.61 18.2 CY LLI 18.85�Y/17 �( 62 \ D wMTFCATON NUMRCR 1 4 ''^ U 19.14 Lr ,�, \ . 86,26 P RON PONE 20.50 n=U 17.30 - 6.61 k\ _ LOT{ R wON MD _ m I x19b k _ _ _ 24,12 MODEL LAND COMPANY 18.64 mno 3 IRO RON ROD & CAP m ry ,d' ERmaz® Ln � \ 2o.n ED umNSD eOSNFs E o 9.91 x aTm1Y Cz D 23.65 m LICENSED � SCRT R 20.33 Fp m ¢ N e 9 x 1 ya. M=E nu 18.95 16.61 19.34 UEAx .ON MONUMENT 18.56 a 1- Q9. xm6 I I um NEC NALL AD CAP I.P. $ > < °m x19.20 ' •m-^""= 23.3 I .56 \ e NAND NORM AVERCAN VER )CN. DATUM c m e rc nn9enss.9 le• mPk '::;g ewe9zm �4.6 19.32 19.471E I 1652 m NGVD "TONAL GEODETIC VERTICAL OAIUM a D O muvLG 9RIvc y ' :T v y; 9 C9„m� \ X-1E . - � x 19A5 1 No OR / NUMBER m m' 19.13 X O e PmPnsm I,»u \ 19.29 19.37 ?r 16.58 Q HIS NOT M SCALE Y Cis NO. 16.58 MP OwRHEAD uT1u1Rs XJ '� ` \ 19.18 16.54 16.51 uF 16.64 wm OFFlDAL RHDGIOS a1mK 20.45 m U I x 19.i9 ]8.76 \ Pr{s) AGE(S) FLAT DATA 20.50 17. 5 j \ 18.82 .72 x 18.93 \ PUS PROEFS9IXNA1 LAND SIRYEYO0. W p I/ IA1XP p 18.86 18.75 POO PUNT OF BEGINNING 20.18-In N / 1874 8.8H PDC POINT OF COMMwCEMENr w 18.82 X 1 // PRY PERMANENT RffpRENLE MONWENT I I PENT P.RO'ES9WAL SNRYEYDR AND MAPPFA 19 92 1 x fi7 - - •� j . R RADIUS RLS MUSTERED LAD WRVEYOR 18.77 R/W RIGHT-OF-WAY Ea E 8099 WATER METER m:=M 19.12 _ i - 18.56 19' 6' 18.67 & AND 1 .1 19.29 18. 18.46 rom Sx4• w 9 AT 17.47 5, . 18.67 ss 9 4907 DELTA 20.16 _1. smse�fi•w _ vxR Im�w a.l• sovJN jY unutt POLE 20.35 44 19.46 - - / 1911.18.81 .rG• 4• �z 16.34 R 1 S HD•3876•W I 'jpSS1NG_ 6TB.3T T_C/L NOEFFNER LANE 60'R/W SOUTNLNELOTI�G- 20.62 17.38 5 19'�9 19.46 19.33 18.93 18.02 20 I 4 Y u Y o• 6 zlTn9'�sBa" w u . 490 I.fi' 6dTTY y 2 �GEL IN 001. O=WQ p2 18.75 mw� xIDe 17.ai6 ,7.H9 18.09 ^ .57x 1 18.30 441111 O 1 18.76 \ D -o tiwe D Zak. tt _apa•S ff ZW�aFa `5: 5: ))MY1 /Lu w2 O�Q m V) ILL N�m;im Oinmo Jose o m a o� m B : C ZW L:k O u m z LOCATION MAP I I a s = u xormrxz STREET ADDRESS 2260 S. ROCK ROAD, FORT PIERCE, FL N945 LEGAL DESCRIPTION > WT 4 OF TIE NORTHEAST 7 OF MOOD. LAND COMPANYS SUBDIVISION OF SECTION M. TDWN:MIP M SCUM. RANGE 39 EAST, ACCORDING TO ME PLAT THEREOF AS RECURTI D IN PLAT BOOK 2, PAGE 10 OF TIE A PUBLIC RECORDS OF ST. LUCIE COUNTY, RORIOA. SUBJECT TO PIPELINE EASEMENT IN FAVOR W FLORIDA GAS TRANSMISSION COMPANY RECORDED IN OR BOOK 876, PACE 2210 OF TIE PUBUC RECORDS OF ST. WOE COUNTY, FLDRIDA LESS AND EXCEPT MAT PARCEL MORE PARTICULARLY DESCRIBED AS Faunws BEGIN AT A 3K4 CONCRETE MONUMENT (STAMPE) -R.W. HIM PUS 4907') 49.00 FEET SOUM OF AND 30.00 FEET EAST OF THE NORTHEAST CORNER OF THE NORTHEAST Y4 OF SECTION y, TOWNSHIP a 35 SCUM. RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA RUN 0 N89-49.22-E (AN ASSUMED SEWING) ALONG ME SOUTH RIGHT OF WAY n UNE OF THE NORTH ST. WCIE RIVCR WATER CONTROL DISTRICT CANAL NO. 48, A DISTANCE OF 648.98 FEET, TO ME EAST LINE OF AFORESAID LOT 4; MENGE SDUV645'E ALONG ME EAST UNE OF LOT 4 A O DISTANCE OF 254.20 FEET; THENCE RUN N66T4'15-W, A DISTANCE OF 65054 FEEL TO ME EAST RIGHT OF WAY LINE OF ROCK ROAD; I THENCE RUN N001VIrW ALONG ME SAID EAST RIGHT OF WAY UNE A O DISTANCE OF 207.61 FEET M ME POINT OF MCINNING. Z LL GENERAL NOTES 2 1. ME EXPECTED USE OF THIS SURVEY AND/OR MAP IS RE.SDENTIAL It O H 2. AODMONS OR DELETIONS TO THIS SURVEY ANC/OR MAP IS NOT DO Qti CERTRED BY ME SGNWG FLOWOA UCENSED SURVEYOR & MAPPEIL •L J O DWC Q S REPRODUCTIONS OF THIS MAP ARE NOT VALID YAMWi ME 9K3HAMRE C� AND ORIGINAL SEAL OF A FLORIDA UCDNSED SURVEYOR & MAPPER 4. ME BEARINGS SHOWN HEREON ARE REFERENCED 3YE TO THE NORM LINE OF LOT 4. MODEL. LINO COMPANY, HAVING A BEARING OF NB9'4VwE ACCORDING TO ME PUT THEREOF. AS RECORDED IN PLAT SOCK 2. PAGE 53 D i€ 10, PUBUC RECORDS, SAINT WCIE COUNTY, FLORIDA (ASSUMED DATUM). S, FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE %-, ACCORDING TO W IU D Z )) ME ROOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J AND IM11 C M67 J EFFECTIVE DATE FEBRUARY 16. Z Q J F DI 2 2012. ME EXACT OEGGNATCN CAN ONLY BE DETERMINED BY AN ELEVATION III 7 CERTIFICATE IL U B. ELEVATONS, IF SHOWN, ARE IN NORM AMERICAN VERTICAL DATUM p C (NAVD) OF 1989, H• f! O TIFF 7. ALL MEASUREMENTS ARE IN ACCORDANCE WIM UNITED STATES STANDARDS, IN FEET AND DECIMALS MEBEF. U 9 B. ALL ABOVE GROUND FRED IMPROWMENTS, IF ANY, HAVE MEN BY [A LOCATED MO SHOWN HEREON. 9. UNDERGROUND UTLITIES AND UTILITY MRMMS HAVE NOT BEEN LOCATED ON THIS SURVEY. D�FO HY� G 10. ME SURVEYOR HAS NO KNDW GE OF UNDERGROUND CATEi[BRWJRY 1T, FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. N@NIDNIAL SLN.p 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR WV RIGHTS -OF -WAY, EASEMENTS OFRECORD. OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. ME LAST DATE OF FlEW WORK WAS FEBRUARY D4, 2019. GLOBAL POSITIONING SYSTEM (GPS1 NOTES 1. REAL Tiff KINEMATICS (RM) METHOD WAS UT GYO USING A TWO (2) DIAL FREQUENCY TDPCON HYPER GA D SYSTEM. SEAL L TYWCAU-Y, A BASE RECEIVER IS SET UP DEL AN ESTABLISHED GIXNTRa STATION WHILE A ROVING RECOVER LOCATES ENSTNO MONUMENTS. IMPRO EMS AND CONTROL ON TIE PROJECT CHARLES ARNO', 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADAISIED USING CARL ON SLR9 200E 4. ME HOIETWTAL TARGET ACCURACY FOR THIS SURVEY IXCFIDS PRITI D DATE yDIQT. 1 6 1 MINIMUM STANDARDS OF PRACTM PER FLORIDA ADMNIMAOVE COGS (FAC) 5.F17-D51.