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A, 4�: 4.8.4\c A.. .E.VcE).F 9,is4141; .- 1 t < (cIfk, U)iS".gt i L.aC rF J A ALw pr RA+ MN 4' FyNCE1 4It14 3rti!_F•LCIC CNr ' 4r ,c c2. A C1,IN0 ALL l+.\ 4:=v,` 0 FC91.3 Ae T r,� Ar M.,1- (`fit7 NV [ t)L,'4-r:$r 3, 7F FfiV4L C.A. - I ?/L! • r',? Er rt -GorE Q. rt -ra LvALL3 Sti, L G= iN WOE) (;r'NOIt',QN NQt r-4r-i- 'tTrrN4 A:4Y S44.F- T :ii(3 cp P ;' vAL Ohs 1. r i✓c r2 T,N 3UIL �!'1',4Y' FKQM T: -!# PC<?L. ,P T1-3 '1.'AL L3 !O Not PJLLY C(AVA!N tt -4 '3 )'L3 aP : + \;r) r:- J, r -r Y 41?A1;!. ea F .f'! ACgf) rr4 FEPA ,FC), ( .14L MA:1'VI rMANeefi C tt -a :oki.sg0 y Tt-s3 FF.61 ;E O tt,; •rN cA` /At;r i • t1- 1=4Q0L, 1: -8 3EA- WALL r AC.K3 SI ?ALL NOT ea C NOT.FY r: F.NG.N F2 rr.CF :N31IT!CN3, )i -EjW CoNG. L;aAr:■ PALL !UIT:41-1 n- E3i(CAVAT rI -a ri;; 3: ?Al.L AC:< r► L n- r' •L :1 -ELL ` 1 ti1 r`AUTIC. t4-4 ldi'' v:?ALL NCQT '�3 vie- ': ?ALL ea A'2:;i °r ! ;;E;? ,UIrl4 CL ?AN4 3A1Nf;3r FRE3 CP ANY Cr AN!C ; AN() VALL 1-.F3 .N 1 2" r14 :CA L AY t3. MACH 4 L > r � 1 R INA L� .� l� �'Ci';r'AC1 \'3 :) T � O �y " -� i. ( r, -a 3.013 i.4.4 4 .44-1 r.( »Ns3IT 1 �Y r,41- l ( p� • G L3 t, O.0 n -a ' RAT'O rJALL %.�',, r &4iw:/ �N A 3 i M' L t' i' .^,.NN r4. riAT!(.3 -'- e. :\;/ it AT '/ dY U rt !'± F<3r PA1'.0 CE3!r.:3■ NO1113 GN tI T'rP!CA!, r;o Nr >t . Fl,'r. r'Ar 0 C>x3'. N F 3Y 0rS- r~ri3. !s. rr.2 -i "r' tY FOOL APMr2 r: Cr.iN3t; .. r'GN, p r.R R4 C;i ^`fr C?t !+ tom_` 4 _• 4 1r- NY!;F20- 3tAte !_r ,Pr F <g3c,r ' I r:# r1 -f3 FOOL i--11.4r !!;3r i '.1 iN fL!) • r0 FF�`/I=.yr - . re ;o1. F r,41 rl (?At,Nrs raf'�ir� ,3 tl.: ?XF' Ft rv(:E0 N E L alNA .F4' LP. ,IFt r'CN1;ttrr tr:R C,R F CCNlFt4GTGrl .3. n413 PLAN F 4.1AN3. r1 -4 1" (;r= , tY Cis t: - ss3 Cs ENCINEE~R' I !$ NOT gR.AeL EEt Fr- ze;i"1 Cr.NT ACtc,' TO AI\ion -F.:8 fl40if t1 -3 !t.RltTEN r ri; -4-1 3 :G.`I Gr 11-E3 CE3!e..Vy ENr iNi;g7. 2 - r3 t:riiVr. - _ WATER LINE N. -- i'fu�4 `✓'r�t' 4L \- 2' -3" .34. F.NO 3` -0" C r) cNV AF F F0`✓5 F.N! a" MiN. 1�Yri 2r�atAf,r� /AL`✓a 1 !a ?)- '.t-F't L 1:0,N t t1, rr rr 4 ; o r"✓r: GFAATa AND 1 1.aL L P JNT ` /4L'41 FT".4.1 MAN CR N,A \O Atr4r14 Ar.XILLIARY L;NE' c i 4 " r,.✓,W. .'W P • $i3t/' -Nt rcF N'3 ` 011/6 i( 6- 1:L4 x 1 1)1.4 1 17 ) GN COi -VACI t) FILL '1r1tr4 ALL ciF /-J�llr' ■AtERI.AL3 / GzNE•AL NOT 3LCP . r3 AT'V 0!: ;. EYAT. ca tasar.) 3 4 :4'3" 5 tG �! J 1 " rC' a r:o Gr-1 1 ---- w/ '3 r� r 4 'a" r r !Ar11 !;'AY. rE L F;r; i, Kr?1',?1 f3OA. cR r~rAU(v. TYPIC,A WALL E.0 r1()y (r-c;77 UEr'TI;•3 TO a' - N.T.O. ANtI- `✓GRIEX C-)r2A 15 r0 PA31 EN W '111 TN r ',1r 3 n 1 2" 3 x C .,1,..-! 3/4" r2GCi< F3E0 C MN. 3 'Y r2c< ro 3tAt.3IL ►z4 3e.) • • EA WAY ($E tlrrie4L Uiit.LL 35c.:r!(:; ) 6 uG- r4IE.'-cP•4..it`p). POOL. L.�/ r ti 41L i 1 r:aprt4' t3' is 23' -6" GAt',,GITY' ?2d (24 3 • rEi81i atEFb?31 Lid_ ,45 M.4'-;PiI :;1' PILIERs CART f;P i�Ne_i1 LNC311. 0 Q!Ci( C aAN'�N(,$ `/r. G1a NATrrNCNEr! NONE t' r Cr PAt:01 '�;?GGr`1 CGNr:(2 1 VI .r/ 1 N(iNe ?rut FtAtLi`431 Nag vCr•igMF11NCeNg. n ; - „Nov 1 2 :4(..A, (i'!A.Xti" tiii) 3 :„ 3 iii3C1 1!Cti. - 10( i,--,A r0 DO EL Elf. ;F26r'3 I (:t'a rS' M,`2 TO Cur 00!N tf-EE3 ANQ F!:,t•'U`✓Y FENCE rCr2 AtF33 NO161 F <'': r0 EL *.Y; <;.A 1 6:4 ELF.GIA :CA , cf;N1,v.AGrCr2 1 ?A! 1. v�. -�,� it A F' ` ; ' '.``t r0 •t1- eR411 NG r,x;or,th;( :j ,,,trr4 Ar. lt.e:;,,N ! L0. ,�! Cap► •11 r1.,$ \!) r r r "yF' -I,t.at;r. N3 F d 1 3' r0 MtN. OtY;431 L !r:tt31 1 -'red 11/4'11' !2 `/ 3'V M(�IJT: NG \j L(cN T- NICHE. DETAIL t c J 3/4. ?1'C G:ND. 1 r3 $01.'0 C��F'P€i 9GN0 Ur1 ti;r,; Wvip Fr. r r- F:;2rY L iN 1 r~ Ci� r2TY LINE I - r =: . AN 3CAL a t i" s 2o' NQ141 41CN.AUJl. LPL iFfi!,'Or'P4 :GN 4, .40t 4r=r ?L.: AFi{,1 ti -o 1.e):At'(;a`4 F'oi,`v r3, rl it ~;;.;\3!C,;i`i3, ANT) r< ;N i T `a.VL3 P.A` ✓ :f f3rE.�! (�!3r; ' t'E3 ter \G o0 Tt • i A3 ,Nr;;C, -rit) t:2 rI ` E4`✓rRK C C ^, re;'R A \r3 Fr .. is , -a. , 4 9N t:: , �+ E ;,:3, E1,N rl� r�i3 AF's NQ t1 !3 tH\ir F3tOOf : fI ?.\r {vtY c9NQ1t'CN3 r:R C.:1•IN4aa i.V!.L ;•rG'✓.'3311AT4 AN EXTRA CP,AF . < r) t 0 >t 0 is t C 0 : . ei 10 c i 1 r w...�..r�. r^i- -„ AG CE$8 Ex;BTNG CONC. PAM? 6 D I R1GT;CNes' 1 3ou114 tQ S TN 3t EXIT- a$t TO MIA AyOi NCRTN 1 F}i Ocit AVER TO 1 k)t.i$ t LOT, 4 .QFY1/4, 4 °$upplyi$odN: Ait-4Nr ap PLAT oil I tl4'1t 6. I Ree• PLAT l ter 1r Flee4;4 R5 1E► .4A(if CcOtAtY, NC ti-1 r 07) in Nate, Akk #=LI• !cAL• 6 AL_L. Co . t O W 7f NL MT. 040 t" N =CQkRt viii Its POot• A Re eakc49 ALA E�OXE i 1 L$ 4X -44T MC OI CT y "4lUl1 J ' . { ^ '3 •irA!'QC,EAUAY• t'8EE rwiCA,L ,4141-.11, 9EC NOTEt) PRion,TO EL '►7R;t;ALs H EL.EQTFk1Cf�L CQNIIOQTGR 8t -TALL $mtimi1 ,REV18fQN TO TNE$f# Efit.¢&iuiN46 414041 1-14, ek18TiNci` 9Ei r'!Ct3 tuirL 4 ifi!ot�At L.4A ; oA {i ATicaN9, 410 4><FeGtEtf..• A$t.00'L,r. E 3 c4,44Fio.iFtAToNA ilfv _: p yFi =RgN Ff OL ' t - � QRAUJsN i3�. , ! /P J B. PnOPER tl LINE Note, LiYR,�.RAUL iG i.Pt FT.x CQ!`'1PUtAT!GK 4R Ot Al P1.14Aff6t,E , . 0 ,. 1 t . LUCat!Qi4 FGINTB, 6IMF i 1ON8.,Al1ps C NAVE .EEN ; 18Ct,i4440 wiTL -t M0 F A Qv1 .ofd` 1'J -+0ti A$ iNDICAT!~L INEERE! PL;AN3: TFI! d16C 188Et Y t G Qty t AOYO TP14 PQQL>:QtiNE.L ! 4 94 t-± `t?t:�y$;, ANA TH RED. APIA NQ '/ RRAL =i ; • iT 1$ t,Qvt EFf8TOOf .THAT ,?1vY QN co 000 4i1'LL. NEGL 6$LTATE ; AN.. . k T1 t GHA! _� Qit! 9 �R AF �1 G6 4 ONC u P T A, ma* OA c P !C l.Y 6TgaNGTH Olt 2S00 POP. !0. 2;; sA4 1. 1Qt;31 BTEEL Y GONG$► TO AB.TM. 61O GRADE 6rd I!. 3. 41,4 PCJOt. PIPING TO pa $Ckgo Ord PYC D ARING N61, ApFrOvAL, 4. No se C TRtaGTtON 6HALL aEAMM AN ON Y VTPE' $t?!L8 .RXCEP CL. AA $ 711 OR WNiC-1 $14,41.j. $14,41.j. E30 COMPACTED To P v B 4Ri CAPACITY Ott 00Q ,P°, P. ANY Q ic9; MARL t-. tYP 0 O l.1tEt C�!$ MATERtA, ENCO(.�TtTaRECS ON EkG�AV4t 01` S H A LL 1. 1, A �II ` � n 0) iN TI �,IS ENtl� TY, A O TI4 ARE p 4 O WITH ACCEATAI~}LS 60'I0 4N17' CGi PACTE5 IN I9" THICK LAYaRO. Uu.triER.E .T}.E CONTRACTOR 4` AN NOt p . G AM :C6, f3UE' TO U .JAr!*v c41.4600,-Ti-40 POOL $HALL; eE,REgE81 Eta r~OR PiLiNdS 9" iN ALL CASES, THIS. P doNT14AfiTG 81-4ALL.'T� ALL pncAtiTION8 TQ pKo Exi` TINA TRICTURES! F RAM FAILURE, pY 41.4gETING ANWOR BNQRlt,.4 OR Ot1 -ta ?'THOO A8 RE4t,JiRi=tp, THe GE3lGN E Et ACGEPT0 NO Pa6PoN- . 6iPILITY FoR THE! 9APTaY GP Ek!STING STRUCTURES: �. THE DESIGN ENGINirER A88ta E6 ■4 R;^8poN810LI•Y FOF2 POOL CON6TRJGTION N 1 A6M,avT8 OR REG?Ui.I 3L TQACiC At A$. PLOT PLANS NOT PPaPAac,› FROO.LEGAL SLRYSY$I O tl4E 3c19TINCi LOT MO Rz9+t3LrtiGE ARE 44) CONTR HALL ` i%PY,AL,L, 01I- i N , Ts� FIRLO .AN om+ R L.Qt L $, i1 NEGE88AnY POOL ONTRAGTOst t3 /q Q 61-141..L,.v1,RiFY LAYUQt 4F4O)i ANC/ ALL Oil`" roN$ PRIOR TO CONS TiON. . 1. CONTRActO 8 1A L $ TAEM.J014 LQEAtIoNB op UTILIT14 AT TH,Ei 81TER MIN, 4L.EAR Ai�fC t?lr"V%$rON3' SHALL. pit $--EL.O ANO 8i 1Al,L BLl A REoUiR (, 1 LOGQL' REcoUL Aci NCY. IN" paNap.A., NGt,. A OISTANC,E Qi ,0 Fi~E3t FRRoM I OvERi" Ap ELacTRiC LINt:3 TO, OPEN POOL. wAtER. 8 Pcgt. 8 'DE&:TO PL# INSTALLER IN ACCCRpANCE UUITI-4 file. L,Ath9T U.B. Clover "-!ENT. $AtatEY 61'AND4 . M.AXtMt,IM TaliF0nAT44Fka OP WATaR SMALL NOT ExCEaO ',02 DEGREES' I;g: 8" i'1A;N CRAIN (ANTI- vORTE >) r NOT ,NCL (r iNc6 TEP9 TOOE;RV!GE: 4. PAINE tip' c.t. 'ra" TO 1 A' FROG .i'ATa 46" M iN. UJAtt LIGHT. L ' K PRE88L.ifza aAyog AN■ iiR RELIEF* VA /-FILTER V2" i�IPINC SCHEMATIC 14,T.9 F'ORTA T NOT0 1 PtrliP LINT 6r NOR NO 01V1NG F3QARD AM N O DIVING 33 ALLOkleO ON ANY POOL 1.E$6 THAN ao -0 D EEM ANp BPECiF1CALLY CE8lGNEp FOR DiViNG. T14!8 POOL: 38 NOT !CCC ED FOR DIVING. 22' -6" 1:1 N!4 K t-IUM 31.QPE WATER LiNLT !N SHALLOW ETvO M,A;N DRAIN LONGITUI INAL POOL eEcTtON 42. 13. AQ4 o. A '9 +e P PO OO � B. CsAr 4 ttJF+ poth.3 A T OlR ARL�t AC O N!ARk$Y SL�A AL.L3 G:s t iit IAN, ggFE I4t. AREA BNALI, EM l.4YEr>. Tk 1.1./ 81 -4At.. eE iN GG� 4ONpt ION NQT PERMtTT:NG ANY Bk:FtiNG OR REMt 'AL OR I.00BEN NG Of 11-4 BURPO , TIN4' 8011, AWAY FROM TNT POOL. IFS Tk 'JJALL$ c: NOT FULLY C TARN 8O► r .. $ t8et -tiNC T1404, t'NEY BN�AL . BE RartACP O R RAiR EPg LY. CONTIN 4 t`tA NTENANci3 OP THE WaLLt3 (8 REG U D fl E_ PRGFERTY U - EN to >CAYATt fl- POOL, e 8E. • !JJALI. r E;EtACk 6144 N0/ E3111 OUT. NOTIFY TF I ENGINEER FOR .NOTRUCTIONS, U3-EN CQNG OITAQt''FN 10,6u. Tr LL WITHIN - Erk U 1 H C AAUT O N. TRH4 SHALL I t- p G AL TI-4E ,t PUOI. El.l. fH ' AN A N f L3 i � - TWQe.00. C �L, ', i-e WiTN CLAN BA. NU Ft�E, OP ANY OnIA MALE L6 MO OPAL PL.A :; .N !2' n -11 LAT0Aek EACH , AYER HALL. E3E3 opo AGTEa To 8 q i QP THE 80 NCiMUt'i 4ENOiTY $r TAMPINGr SoL.ir9L, . 801 4 BLxL.OtUI TF PATIQ 3f-1.ALI, a r PLACReO N i A $!M!LAR MAN1 8 Y efR PATIO ARS ''� iCATEE� e•Y OTHERS THE P4 T Q DE$l NOTE ON ft - TYPICAL. VJAL 8EC710N pQ NO APPLY. PATIO geVe.IN SHALL WE 1c r QT E IR: i AJAR 1 PAIR EMPTY Y QQ AFTER fl- N Y QF RO. 6TAT.0 Ut ..F1 ' ir l pe3 vl Ti+ MUST ell EL.I11D TO PRE T TH pp�. F'L LPiJARp T l - Q JN .t A OT C r UL eXPEf ENc D N e M• TING tPL PT PR488U $ tGt� THIS P ,LAN MA.N THE PRQPE S11-411 CE !GI4 E ' INE I T 1 $ NQ•t TR,ANSFERA . t � TH FRAM E CONT c T TO AN 12 QTkE tut � T TL -+l.1 LATT4N PEt tl 3!9N GP THE ce41(1 ° ENG:: EaR ovERPgA T!LE1 2-- CONT. WATER Link: 6 MiN yg RT1CA. " - SHALL ► !;NCI 3' -O" t:f;E ENO 6N KN. 147CRO.6TATIC VALVE 1 1n" 'ILL POINT T1.RIACEQ PvC P +PE 4" CQNC G4Gi4 u.V 81.30 REfi839tANT tO?PiNG N.J /h X6 WL4`k (.0.4 UtIP ) ON COR"iPAG, ?1=D T=ILL. WITH Al,t, OR iANlC r RLzMOvEt l 8gtit GENERAL Notai SLOPE -x -- x- --x-- --.x- -- i '3 AT !Q" O.G. 33wU. BUTT. CENTERED 6"XV CQNO,, FTC, U1/ 1 CoNT. 2" GOVEFt (cEi trHR - - 8 T9F�' ' �"� TT uu AT cu e: EACH WAY. 6TEELTEX F"OPM, KR PTE30AT D OR EQUIV. �' Yf 1 CA S. WALL BELT iON (FOR c6 44 T4 6'4") N.T.B. ANTI- vOR.tEX GRATE TQ 0E PASTEN;,C WITH SCREw8 REMVve GRATA MP u.LL ,POINT VALVES FROM MAIN BRAIN, ANp ATTACH AU)01L!AIR1' FtkiP LINE IUHF.N L.`,,fIPTYINQ. WELL POINT paT4IL, 3/4" ROCK 18ED l M1N. I `Me% ROCK TO 9TAE3+LizE 4O4L) Size 4 CEPi1fi t ' h ?3'• CAPACITY t0 0 c3A1..L Orj FILTER+ CARL Qfl Ra1UF4.4ti. tiLE: $tANPA O Ll HtB: t.ioqwAtT ' v COPiNQt E.Ui t.N $i3•t31 !CK 8wtMOJT1 NoNS Gl.AN LINg1 VAC OL LORINATGRNQNE3 �!f'AT f�iQNE TYPE OP PAT1Ot Pt -t COt 80.001 ;NONEI Exit RAILiW,1 NONa SCREEN,4NONt POOL FIN181-41 OIANOND F3F JT3 TL;Rti'0v! R f2 f - IOURRB l MA.+cltit iF^t ) 3 1-R6 M!8C1 1- 10ME0uhMR TO p0 EL ACT. DRCPi E;Of +L3 Oti I .i$ T4 G:T G011.14 TR,11 ANt. 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TO '.6Citieth1f„4 • 11;v) \)iif "At tirdeo 1::Yow e Lttcl 6 . • , 6139, Si'l*f8t1X •s,7,• • t.•• ; Y 44111 II i II 1 4 YYII 4 ~ L•CL VC 7o 1.7•u rRUa5r0010CR II LC IML. SKETCH OF SURVEY 0.8.1111.0.1.0. MARK MCDEVITT & VICTOR MALTA PANTHER TITLE OLD REPUBLIC NATIONAL. TITLE LNSURANCE COMPANY PNC MORTGAGE, ITS St1CCb SSORS AND/OA ASSIGNS , 1}p1) NS INFO: ti WWNtt s UU6at rArreg.• KIM ma ..*4 ,. FLOOD ZONE: X • $AaTCE' i I HOUs ELV: j N/A• GARAGE:: �i� tET'if W MAIL P1 A Af10 A E anC (W[MEWT .LA 4a OOffiTCAid, BuL - ASP,W.T F10A rilo/ ,a i wct t,E , 1 t LIE e CAA. OOnC! sTE (•OL�I iiPSCRY76 T..:s {lC i.G c�a,c concf+trc cUitifM y • 0CA OACr ` '..,:t 01 OhA+,M4 EF SfNEIff y a, oAA� Acc »Asr OM oc,v�c a. 2 ( � E WOfr wee i ; 1 \ 1 .w tool or warts Earl EASCNEnf FA. MO MAK NMr ' WY. 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WOr3 PfF[1 ■vitt Wei • COM%A„ (AF O1.33981131 1 P UZi02 F -801 r 358 NE 94 STREET MIAMI SHORES, FL �Err;� t SCRJPT1OI LOTS 5 &6 LESS THE WEST 15 FEET, OLOCK 46 OF ' AMENDED PLAT OF MIAMI SHORES, SECTION ONE" ACCORDING TO THE PLAT THEREOF, AS RECORDED EN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FL. REAFUNGS US£D IN THIS SURVEY ME BASED ON NORTH ARROW O J TATTON t7F2 A urTx flip WS ARE MAINE TONG VI/ OF 112.9. THIS PROPERTY u fS }T 14 NOT INA FLOOD "cONE- NOT WWI) WITHOUT THE SIGNATURE AND THE ORIOWM, RAISED SEAL Of A KORIQA LIGCN&EO SURVEYOR AND MAPPER, s VINCkals 3V,119 r4) IM AK D■ STURGIS, M.S U. 1 RAGI6TKR1G LAND 6uRv[YOA ANQ LE■PPSR N.. 4006 STATE OF ROMA ONLY EES LAT RAN S ETC READAY KNOWN ARE SHOWN. NO RESEARCH 0TNEA v E HAS SEEN WADE. OAT ( � �� � � D `g LBLC [REVISIONS: 1. E /', V....t_0`'�WT4 Ert'vfyle/ ECKED S F LM L F.91P0.: c11i E JECT NO.: 91"7 ALL COUNTY SURVEYORS BOUNDARY SURVEY FOR PROFESSIONAL SURVEYORS AND MAPPERS Licemra ( 6677 MARK MCDF V1TT & VICCOR PERALTA PHONE: (954) 777 -4747 FAX: (854) 777.2707 5950 W. OAKLAND Pk MO. • SUITE 143 • LAUCERtULL, FL 33313 REVISIONS BY _.,, • _ Date 0/ -347•O• Scale ,Qcottbi,V�v Drawn ./-10js Job Sheet 1 Of 1 Sheets r 24 X 36 - PRINTED 014 NO. 1000H CLEARPRINT• 24 COW AA/ A 10 • I. SOIL STATEMENT A VISUAL INSPECTION AT JOB SITE SLOWED A SOIL COMPOSED OF SAND AND ROCK A BEARING CAPACITY OF 2000 P.S.F. HAS BEEN ASSUMED. FURTHER MORE, UPON BREAKING OF GROUND, .4 LETTER SHALL I5E SUe,MITED TO Ti-4E BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR TO THOSE UPON THE DESIGN >= 3ASED. f 2/7 1 ---- 74;14/6 4 ca44,0Cep _ Aft 1 f lll/ I1 - f'O/1 • suss /g��_ ro 0 -- - U k9,V ,.s'; h / •••10.. - // GG.�hdii 1C4 L> - •.. •