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PLANSt•. g r VSi/'i' '_ R. ( j` ,l, ; l k ��i !1 Ir / I1 t.s R VLSED: A 0 FND i P U2' (NO ID) BC 0 is END.IP 1/2" i (NO ID) CL 215.00' M ?t; CL 1b0' I - t1>2,/„._ c' 3o' u I 3 i;BS • 990' ("i % ,) :,1!, a Chi LL- Ji u7 W N 9.84 5' COIN; W Ik �' a Q n ' Y\ 1 W „{ ELE VA IO'M BASE 0 \ l D Uh E 5 EMcOsSEO w∎ rt a SUFNEYOR'S SEAL 4 D CBM;f . "% ELV. 7 - 1J- :�v v ) LOCATOR INDEXI 'J Conc. Walk 2% 40 \ ,D, I---- w • 2.5'X3 3' C" ,_, w A/ Conc Slab x Ic ,r,T 23'00' j t;.. 138' 0' • o> v '--'i o The Porch 3 90' Wall ■ ONE STORY Wood Roof RESIDENCE ,I 360 CBS 3'X3' NC Con: SIab 161' c- 9p' 1 3 Wood Steps Conc ' Asphalt ALLEY 19' Asphalt 23' Parkway I .: 10) Planter 4 1A:15' 14 14 40' 150.00V R&M; _ 3t,BS ° SETLPI /2" NOiD) -1 3' CBS Wall CO • « e lf "I 1- l % c1 ' '� q 5 Zoning Approve' 6. 1 o x 9 30' 10.00' _OT ` LOT 5 LOT 4 --'-N- 50 00' + 3 E l. o ul 25 JO' -6"U. -00 R, Srh,7 Cr Th W1f2" (NO ID) � � lr 00 CL 0V SURVEYOR'S NOTES: 1) OWNERSHIP IS SUEJECT TO OPINION OF TITLE. 2) EXAMINATION TO THE ABSTRACT 07 TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTREMENTS, 7IF ANY, AFFECTING THIS PROPERTY. L 3) NO UNDERGROUND IMPROVEMENTS WERE LOCATED. 4) ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. 5) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY L PUBLIC RECORDS OF MIAMI —DADE COUNTY. 6 L BE FOUND IN YL C 6) LEGAL DESCRIPTION PROVIDED BY CLIENT. 7) UNTE S Y OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8) BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED. 9) THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY, I= EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS CERTIFIED.. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PERMITTING, DESIGN OR OTHER USE WITHOUT TUE WRITTING CONSENT OF THIS COMPANY. (, 10) BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID P3 PAGE tk Irh w ill, I HEREBY CERTIFY That the survey represeoleC r 'Hereon meets the m flirt, urn technical rer`,ulrements �+ ado IeO by P ytheSTATEOFFLOF;DApoarGCfLanC b Surveyors pursuant to Sec;lon 472.027 Florida Statutes F. There are no encroachments. overlaps. easements• appear,ng cn the plat or vlslble easements other t`' than as shown hereon - 1' ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA - x5924 L O C A T I O N S K E T C H S C A L E : N T S 14 15 /I LL, ■ 1 , l ' ( 305) 865 -12OC I I' if FLOOD ZONE: ti I PAN rr I DATE: I, /- 02 N E ✓V S , ILL i I 9 d % i 5 ! 5 I I I . 1 150 00' 19 20 I 21 SURVEY FOR: JORGE OYARZUN, 860 N.E. 98TH ST., MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION: THE WEST 1/2 OF LOT 4 AND ALL OF LOTS 5 AND 6 AND THE EAST 25 FEET OF LOT 7 OF BLOCK 73 OF MIAMI SHORES SECTION NO. 3 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SINCE 1987 LANCO SURVEYORS INC. E ,gineers • LBr,G_SUrVeYO1S • Pian,ii:rs LB it 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 Fax 5— Fax: (_S�i�� 80 78-10 'SUF: ' X: -J DA'- 7 -17 -95 COMMUNITY ;� u " 12067 ( DWN. BY: 1 JOB No. 02- I � BASE:N j : 4- .. .,�.�.,,....- ..•.tee- +.�... ^ - - - "CZ' !�!CO ^1Z.w% • A r. s+ tz , . 'Jbop. 1 < [a4V`? • De'JIYw E a i>rt • Y Fr'1 . ,t1a% . ` . .'i`. •3/4.. AsatW rR.. • 12 LA I'M 4`P it[a --. T"a elt- tht4 :ST/cipa 4": Retys'6 C:+s w1 G io B L �• _ pt* eL D ., 1143 Nit" ► to .., L "rod I ' 2 „ "r �"':vcA. *r> eScR =V - VT' l'XG'V"C too Vec:'t'ic1 e S T4 RMr►; Sw, ct rS tr'rest4c :. a*.? \V.{' " -C t`v..wyY .;'' SKk+i`4 t Ltf° - �-tbas*s„reRst o gT , b RL•4` Y A >. :,}1 N . C .1.' A `Z;3 S-s "S I e Rt 5 i s t►` Ox i- ti^ ri„ �AT� : 5 1 ... _ � . s 14 o.LYM ' � L a v Mt AM t �'LCR1.'12 r - .►a'wiS..�:_ ^�4: +czar. <v'�+ awl- ra +�..�-+�w.+a:a,.. <:ras`- !+';a.'� -: r.`ai•+',ae� -t; ' : ` -v.- <r• ---- _ ,e , ..,..■,t .:_:- .:A=.3er..z, 4.1.A'a/sV: . .itiar !l . rtiti lati, , iN/14.41 t. AS r,,% - S.' . 1- "t WALL 1 :‘ Rjaz.7 t r`b. oak: W•4 , • , WA% N s t A,7 • 544 14 14,1 k. ffrieriltAsalt trio - t.4.0 AFL' 1.z • aAP;: : :e 1 ^- 0 .0‘ . :\VAL. 4:) , g44 , 477 E*.■17.1 • 1A:u4.p:s. yo kor.X. Mirke0.031•3?-,C4 • s 4 • 4..-= z vs:c, 41.rs'A .0111.1.10.1. "DeVA .R. •ik' ., , .--,-„ Ty ?.. r., . - 4 - ' ' --- : - .r . t. .z K. ..Vik.N...g.- , _ - , '.•- • '''',..'.-.2... .',`..:."'.„, „„ 771..1.), 6 Ft „, , .. . :" ''' . . 1 :, - 11 40 1 S - K $47 ' '' .:: . - 7' ff !.. I:: l' ''. ." I - 4 : 7 "C" G :::, - .4 "% ...,. "."'- * QV —' °' • ja oi,4 ,1 ; ri t * ..1;:t7W. , 0 ' k■4:%4°...t-.0cil*4--. 1 , iN/14.41 t. AS r,,% - S.' . 1- "t WALL 1 :‘ Rjaz.7 t r`b. oak: W•4 , • , WA% N s t A,7 • 544 14 14,1 k. ffrieriltAsalt trio - t.4.0 AFL' 1.z • aAP;: : :e 1 ^- 0 .0‘ . :\VAL. 4:) , g44 , 477 E*.■17.1 • 1A:u4.p:s. yo kor.X. Mirke0.031•3?-,C4 • s 4 • 4..-= z vs:c, 41.rs'A .0111.1.10.1. .<t Z w t Cis c atZ }w U w r- . 2 20 6 3 " - N I " " S R n 6 3�r3 7 1 11 n. 8 • •L z °C FND.I.P -1/2" (VOID) 2 CL 27500' i NO V PLtp UNLESS Ev9OSSEO WW*H SURVEYOR'S SEAL REVISED: el FUD.I P I/2' " u, ;NO ID) \ 1 cj CL ra 1.60' Lw- x 990' , (7 2.5'X3 3' .A/C; Conc Slab 1' A CL FND 3/4° J J_o (NO ID) 5' ConcWalk 029.30' �4� 3 ;BS ' wail 13.80'_ xi 9 30' 119.0g 9.84 2.50' Parkway i5 -1 1440' ,r) 23 . 90' 27 d0, 390' ONE STORY Wood Roo' T RESIDENCE SS0 CBS 16.50' 91 3 Wood Steps 805' LOT6 0 w 5000' 98 S ME_T C N 160.00' M.AND Planter Ttle Porch 9' Asphart ALLEY 19' Asphalt 23' Parkway BOUNDARY SL'RVEy TA 3' CBS LtiaII Conc Slah 160.00' M.AND R. 3' CBS Walt LOT 5 50 0( LOT 4 5 00 , R1 ELEVATION BASE ON DCBM# F) ELV. 7 -70 LOCATOR INDEX 6 - SURVEYOR'S NOTES: 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION TO THE ABSTRACT Or TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTREMENTS, -IF ANY, AFFECTING THIS PROPERTY. 3) NO UNDERGROUND I.`PROVEMENTS WERE LOCATED. 4) ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. 5) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT'.Y BE FOUND IN PUBLIC RECORDS OF MIAMI -DADE COUNTY. 6) LEGAL DESCRIPTION PROVIDED BY CLIENT. 7) UNLESS OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8) BEFORE ANYCONSTRU'CTION THE SET BACKS MUST BE CHECKED. 9) THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY, EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS CERTIFIED..THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PERMITTING, DESIGN OR OTHER USE WITHOUT THE WRITTING CONSENT OF THIS COMPANY. 10) BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE I HEREBY CERTIFY Tha, the survey represen!ed 'iereon mee!s the minimum !ethnical requirements i t adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida c Statutes There are no encroachments. overlaps. easements 11 appearing on the plat or v s,b!e easements other" than as shown hereon ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA- 15924 LOCATION S_KE S C A L E : N T S NE 98 STREET r LOODZONE: X PANE1 DATE: 02 1 CERTIFIED TO: GEORGE A. OYARZUN AND NANCY OYARZUN, 860 N.E. 98TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., HOMEBANC MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: THE WEST 1/2 OF LOT 4 AND ALL OF LOTS 5 AND 6 AND THE EAST 35 FEET OF LOT 7 OF BLOCK 73 OF MIAMI SHORES SECTION NO. 3 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SINCE 1987 - BLANCO SURVEYORS INC. Engineers • Lartd_Swveyors • Planners LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL . 33141 (305) 865 -1200 Fax ; (305) SUFFIX: 7J DATE: 7 -17 -95 BASE : -N O Jq T? ' COMMUNITY * 1206 5 j SCALE: ` DWN. 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C 0 K HOP /S--/ .54500 1700 10.00 /0.0D - 24D --60 - 24o -/--6O 1 0 - 0 KW L.5OOi32 . -2,O0 O 4 "-� 0 O 1 - - .1)AAC .DUCT) ESS 5 PL1T H EA T (.5r `-TF IND :a_cD , ECT/ NI . tea v E • tJ L•OR Q ED p_ 0 0 M 1)_X8 .210 E D i:Z f?OM fi x 2/0 c c3At k3ATi4 ‘?X 3o CF AT LIV :NG POP,CH iz � V- o15 — /pr Sc�LE /14/:?.10/ lp eARAGE KITCHEN _? /zk 8 2 1()cF/11 SCALE DATE R - 7 /NE ,S= GEORGE OYA RZL)N - W 1 LL / /M'1 GRIFFITH N.E ?g&T MI MI ,SHORE FL, l4 _ / _ 0 " our : 00R SEC-7 APPROVED By PI EA/UM DRAWN BY REVISED V1 N �� r 9(c) O S W 4-S7 PI I I-01 1 FL, ,3311-4 DRAWING NUMBER 313-01 0 N a.' V 0 0 a O CC Lai CC i 1 2" AIR- LINE 2! 5F?e• .,►>= - 1 . r . 2 'SPA 5 2 POOL RETURN 2}`? SPA DRAIN 2" VACUUM - 2 ' Pal. �RAIx• SK11•R PRESSURE GAUGE 6 - F RELIEF VALVE 11 • TOP CARTRIDGE FiLTER . . 7- 57e:r • SPILL tip' FILTER DRAIN • L I/2" Y`tASTE 2 HP AIR BLO MER kJ 2' 2 HP . RECiP.6uLAT1ox PUMP 1N1TH H L • STRAINER - SPA / :FOOL Fl PI N . i_SOMETR1 G • _ GLASS • 8! c SEAT 1 /_ =.K LEVEL I . SAS t`t EQUIPMENT NOTES 10' to• r \- , 0RA1N , . ' Pit 11!1 111 -� x`- - : . 1111t -I111 DI 6 } !_LS, 6' SOTTOM SEE STRvG'R I AL Df '.Ytl `w 5 5PA .. SEGTI ON hrs SPECIAL PROYis1Ol41S +v 1. ALL SWIMMING POOLS, SPAS AND 4-4OT TUBS AREAS SHALL 13E PROVIDED WIT+-! A PER" tANENT SAFETY WARNiNG SIGN N A READILY VIStP1 F LOCATION FROM THE POOL AREA. (APENDIX F ANSIMSPI -5 -95) 2.. EACH SAFETY WARNING SING S-1ALL WARN AGAINST SHALLOW WA DIVING. PREVENTION OF DROWSING AND NCLUDE T4-1E FOLLOWING STATEMENT • THERE i5 NO SUBSTITUTION FOR ADULT SUPERViSION CF SMALL CHILDREN IT 19 STRONcLLY R THAT AT LEAST ONE ADULT R'= NDERING CI -1ILD SUPERVIS1O• BE TRAINED N ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION CPR' 3_ ALL DOORS WITS -1 ACC:ESS - TO Ti-EE POOL SHALL H1= E U11FED WiTH AN ALAR~t WHICH PRODUCES AN AUDIBLE ALAI:Z*1 WWEM T-E DOOR OR iTS SCREEN N IS OPEN. NO UNDERGROUND SUCTION LNES (2 '/z' OR LESS) WRIT . BENDS ANCHOR POOL EQUIPMENT TO CONCRETE SLA3 PER SF.B.C,(SO) 2309.6(& (b). PROVIDE 'MINIMUM O (4) -VO TAFCONS PER ITEM_ I" iPERViOUS STRUCTURALLY 21GID 'MATERIAL 1^tITH A c' GOTH, SLIP RESISTANT FINISH. _ {TEPS AND BENCHES. T^ HAVE 2" CONTRASTING I T!' .E EDGE (7YPIGAL) !r • MEMBER NATIONAL SPA & POOL INSTITUTE 2 ` Pte R -1 2 " '7,99 > ( 2 ?I.1? t4 CONTRACTOR SHALL VERiFFY DIMENSIONS AND CONDITIONS N THE FIFI P PRIOR TO START OF WORK AND NOTIFY ARCHITEC / ENItv'NIE'^2 OF ANY DISCREPANCY N THE DRAWINGS AND OBTAIN HIS APPROVAL BEFORE PROC )ING WiTH WORE. MARK REVISION DESCRIPTION MUM 2 PCOL PLAN I/4" _ I' -0" " POOL NOT INTENDED FOR DIVIN E.B. No. 0001809 O -L- No 127365 -5 DAVIS ENGINEERS RA. 780 TAMiAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 M L 6 Hi 1 7 1� JOB N° 2 ✓2 I 1Z?o1 12 - rrt k; -t- 12" r,4.1,47 DATE &g:1 L?L - O� - • -- - L FI i 11- -+ a 1 o -- Li Viz - >�1 ' Y4 j�k1 W IT�-t F 4 7 i-���-�-It -� -n ..1'�Np , ,9 I 7 Ilt a Gr6 4 f d. • {7. 'j'1 o H 2.17.1.1. - I�l� 'mow �� 11.) 11 ; ,-- l 1' d22 sl `7;G1V14p2_,. 2 -. 2 ---- 2. 1 .A114 /1 ✓�- (fl \- FELIX TONY CIVIL EN61N ii P.E. No. 56225 1 Nona. WI-ERE PATOIS. ARE ItNCICATED THE PATIO DESIGN NOTES SHOWN ON THE DETALS AND SECTIONS DO NOT APPLY. PATIO DESGN 5-ALL BE BY cai-EPs. VEL 101.14e P thliP DUAL MAN • tlAdlisIDETAR, sur is. (.0) RISER uEIGHT MT BE uNFoRNA a53 I 2' FM LNFOQM RISER i-E03141 (c) CONTRASTNG TILE AT EDGE S7 DETAIL z 0 1-4 0 4 4 0 • z 0 w ▪ 0 0 0 44 P4 cn H -4 • w o E-1= cal H c1.1 a: H 0 rz:I z = F40 C.) 0 > A 0 Z 0 •4" E-. E-4 0 cn cn P4cn 0 c=1 CV 0 . ntl ..s\;■o'ko• A 0 z 0 G.) A 1 0 1 g1.1 0 0 0 Nona CONTRACTOR S-LALL ESTABLIS4 THE EXACT LOCATION OF UTILITIcS AT THE STE , MITNMAJM CLEARANCE SHALL aE HEUD AND s-iau. BE AS REOUIRED BY THE LOCAL REGULATORY AGaICY N CidNEPAL. GENERAL NOTES ALL POOL GUNITE OR CONCRETE $-LALL ATTAIN 3000 PS CRESS NE 5nzeNGn4 win-44.1 28 DAYS 2 REINFORCING SHALL EE NEW 13LLET STEEL CON=ORmr•G TO ASTM A6 1 5 • GRADE 60. 3 . ALL WINS S-4ALL BE PVC SO-EDLLE 40 • APPROVED FOR US IN POTABLE WATER 4. INSTALLATION OF LIG-ITS. .L.X4CTICN BOXES • GROUNDS • ETC . S44LL BE IN ACCORDANCE WITH TI-E REOuPENENTS OF SECTION 680 OF 11-E NATIONAL ELECTRIC CODE. 5 • TI-E Owt■EQ SHALL FPS-1 ADEOUATE EIECTRiCAL. SERVICE FOR Ti -E OPERATION OF TI-E MOTORS. 1-EATERS ETC. TI-E OWNER 51-IALL PROVIDE A DISCONNECT S AT n-iE POCL EOJN LOCA11O N F IT 6 NOT WITHIN 50 FEET OF THE FUSED SWITCI-t SERVICE PONT . 6 . POOL PL*14;' MOTOR HANORALS AND LADDER OR GRAB RAILS SHALL aosos) TO 11-E POOL 5 1 ba. WITH A u 8 SOU 0 COPPER WIRE IN A I' NON-CORROSIVE C.ONDUI 7 . PUMP EOUF1YENT (1NCLUDNG FLTER AND/Ok i-EATER) S-/ALL EE LOCATED ABOVE TI-E RECOQED BASE R.000 ELEVATION OR FLOOOPROOFED 8 . ON SITE NseecnoN pacAa SAND AND POCK wrn-; A OEARNG CAPACITY OF 2.0 KS'. / TIE CONTROR SHALL NOTIFY n4a ENGA\EE2 IF 04432 coNanoN ARE ECOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN 3000 P51 CONPRESSME STIRENGT1-1 WITI-IN 28 DAYS. 10. POOL WATER t2SPCSAL S-L41.1. OE N ACCCROANCE MT4 smc SECTION 5004.3. 11. THE OWNER SAALL PROVIDE A SCREEN ENOLOSURE. FENCE. LATO-ANG GATE ( SEE DETAL FOR MINIIMLN REOLAPREAENTS ) RECOREN/ENTS. ( Na°1 APPENDIX ) 12. OWNER AND a(LDER $444.1_ OE ReSPONSLEIKE FOR ACCUIPANG ALL PROPOSED CONSTRUCTION WIT4-IN ANY UTLITY EA...saveNa 13. ii.E.sE PLANS TAE paon' of DAMS ENGNEEps P WITHOUT TAE WRIUtN CONSENT OF DAVIS EINGINEERS P.A. STA-ME CARTRIDGE FILTERS' MODE_DC FLIER AREA 4:50.F%) ATE * I RIcPAN (GPm) CV 5 5 FPS) S.JCTION PEN:150-.4 12. AL.)......Lsr i9st, 35 37 S:7E 11.5• 2' 60 1 tv 5 10 19" i0SLC 50 1 70 - 100 135 -7 52 72 1 102 52 50 72 2 . 5' 70 13 cs'0 102 125 225 (OR EOUAL) 137 137 100 17 ,GZ'ZZ - t '1 10 v-914lesi4 0 mm•r . A. MEI NOT TizAr<FeigAztE STA-RaE MAX-E-GLAS PUMPS 111 PDC (A P6R e.54(1.4x.'4s.. Wer pet-e 6(.dre'' SITE FLAN In .. 20 OR WALL vim- EELF-CLOSNG AND Ea:LP- N ACCCROANCE WITH ZONING CODES RIEILSES FROM uTuTy COMPANIES FOR OR RIGHT-OF-WAY. (OR :::LA JAL) C) ° cD 0 ) Ui DitveNSIONS NOTE C AEOVE ® POOL LIGHT SWITCH • RECEPTACLE POCL PUMP © -n2ANcsFoat,.{ REWIRED FLOW PATE (OPT INC 12 1475/DAY) • GAM RECOMMENCEDED FLOW RATE (OPCRATNG 8 l-QS/DAY) 4 GPM POOL R,IRNOVER G7 HRS. SPA TURNOVER 1 I-PS. 13-UNCTION 00X AND PUMP SWaCI-4-- 8-UNCTION BOX ELook3R • TilvE CLOCK cp SPA LIGHT SPA PUMP SPA LT SWITCH ELECTRIC LEGEND 0 $§ 0 4• CONCRETE SLAB odn-4 6 x 6. W1.4 x WI .4 WNIM ON COMPACTED FILL" (3000 PS CONC.) SLOPE 1/4 1 1 L t . - Le' -'-'3°N8CRETE FENCE 411■111! POOL AREA 50. FT - A . AU_ POOL eaEcI1?tc.4. WORK S4ALL CONPLY WITH N .E . C . . NO OMER'S-Ct.-1: ELECTRIC WRING S-ALL BE LOCATED wrn-*N 10 OF POOLS • WATER EDGE (1.1\11-ESS IT 6 18 FEET OR I-1G-ER) C PRIOR TO EI_EmPicAL ROUGH. ELECTRICAL CONTRACTOR S-14_1_ SJOMIT A REVISCN TO TheSE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOADS. CALCLLATCNS. AND EXPECTED AS - BUILT CONFIGURATION F DFRERENT FROM T1-ESE DRAWIINGIS. -3 n i 2 IP-20 / 1/2 C. /- DEC( (A) WATER LEVEL CB) POOL DEPT1-I (C) FLOOD 0C'ITI3R1A 0) POOL BOTTOM EtEvATION (A -8) (E) LP -UFT I-EAD iF) HYDROSTATIC VA! VE (G) BOTTOM ANO WALL SLABS TOTAL AD_USTED AD CE•F+G) c-=A 1‘ RECUPETS 1 to. h4q. 2o• MAX. I FEET MEL FEET FEET 4 -. › . FEET FEET -2.0 FEET -2.5 FEET -2..0 FEET A.PEA 0 50.F7 MSL tvta. NIC0AFICR NATIONAL sPAdLogeot_ :VC.7r7 POOL CAPACITY GALS _t - SPA CAPACITY GALS .t 10 ® 1 4:ABR LEVEL SEE EDGE DETAIL AM-S r 44Li P GPA-D64 - I l'*, -- . ^ .rj ----i 3 .• 12 2P- 2Q I/2* C li fl i (D POO_ DUNA HETt Mr - BLowER _122 Am="5 12?, .afil i Aws. 8 SOLO (CLD 1 NON-CORROSIVE CON:N.1T 4• 300 WATTS- 12 VOLT. ReMOVAELE 6 AMPS EACH • MN UNDBRINATER LIGHT OR DRY NCI-E * ELECTRIC DIAGRAM 2' TLE 14.111Aair _ 1 SEAT NOT TO EXCXIEED 10% OF POOL PORMET1571 Lid( T - 3 it 12 IP-20 / 1/2' C. 3 a 12 2P- 20 1/2' C SPA LIG-a 100 W 3 AMPS F FeER OPTICS LIGI-IT SYSTEN4 LSE NO NO-E REOLARED -SEE DETAL ON S-EET 1 - NOTE' DETAILS ARE NO T TO SCALE E.B. No 0001809 O.L. No 127365-5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 FACE TIE ALTERNATE POOL DECK NTE1Z-0CKING PA\EWS ///7 COmPACTOD SAND 1/4'/FT 3 BAR '3IL"'LI ED G , • NOTE ADJUST DC ELEVATICN TO ALLOW F-OR DECK FIts.11SH. BEr0 STEEL FOR: OCNONG LRrO _y _FRICK COPING EDGE ctz ..... ..... - , , , . 4 \ J`" \0 \ N v _cr a 1\ be'' , ra 56 JOB l'sr : DATE: 2 2r2 R7O4 ‘ - 2 1Z r.t. 143 PE5CL 1 /2 PE5OL 3/4 PE5EL 1 PE5FL i I /2 PE5 2 pE5L..1 RATE GPIM • 50' TIDI-I 45 65 50 95 1 00 54, 2litt26.t... 1 Nona. WI-ERE PATOIS. ARE ItNCICATED THE PATIO DESIGN NOTES SHOWN ON THE DETALS AND SECTIONS DO NOT APPLY. PATIO DESGN 5-ALL BE BY cai-EPs. VEL 101.14e P thliP DUAL MAN • tlAdlisIDETAR, sur is. (.0) RISER uEIGHT MT BE uNFoRNA a53 I 2' FM LNFOQM RISER i-E03141 (c) CONTRASTNG TILE AT EDGE S7 DETAIL z 0 1-4 0 4 4 0 • z 0 w ▪ 0 0 0 44 P4 cn H -4 • w o E-1= cal H c1.1 a: H 0 rz:I z = F40 C.) 0 > A 0 Z 0 •4" E-. E-4 0 cn cn P4cn 0 c=1 CV 0 . ntl ..s\;■o'ko• A 0 z 0 G.) A 1 0 1 g1.1 0 0 0 Nona CONTRACTOR S-LALL ESTABLIS4 THE EXACT LOCATION OF UTILITIcS AT THE STE , MITNMAJM CLEARANCE SHALL aE HEUD AND s-iau. BE AS REOUIRED BY THE LOCAL REGULATORY AGaICY N CidNEPAL. GENERAL NOTES ALL POOL GUNITE OR CONCRETE $-LALL ATTAIN 3000 PS CRESS NE 5nzeNGn4 win-44.1 28 DAYS 2 REINFORCING SHALL EE NEW 13LLET STEEL CON=ORmr•G TO ASTM A6 1 5 • GRADE 60. 3 . ALL WINS S-4ALL BE PVC SO-EDLLE 40 • APPROVED FOR US IN POTABLE WATER 4. INSTALLATION OF LIG-ITS. .L.X4CTICN BOXES • GROUNDS • ETC . S44LL BE IN ACCORDANCE WITH TI-E REOuPENENTS OF SECTION 680 OF 11-E NATIONAL ELECTRIC CODE. 5 • TI-E Owt■EQ SHALL FPS-1 ADEOUATE EIECTRiCAL. SERVICE FOR Ti -E OPERATION OF TI-E MOTORS. 1-EATERS ETC. TI-E OWNER 51-IALL PROVIDE A DISCONNECT S AT n-iE POCL EOJN LOCA11O N F IT 6 NOT WITHIN 50 FEET OF THE FUSED SWITCI-t SERVICE PONT . 6 . POOL PL*14;' MOTOR HANORALS AND LADDER OR GRAB RAILS SHALL aosos) TO 11-E POOL 5 1 ba. WITH A u 8 SOU 0 COPPER WIRE IN A I' NON-CORROSIVE C.ONDUI 7 . PUMP EOUF1YENT (1NCLUDNG FLTER AND/Ok i-EATER) S-/ALL EE LOCATED ABOVE TI-E RECOQED BASE R.000 ELEVATION OR FLOOOPROOFED 8 . ON SITE NseecnoN pacAa SAND AND POCK wrn-; A OEARNG CAPACITY OF 2.0 KS'. / TIE CONTROR SHALL NOTIFY n4a ENGA\EE2 IF 04432 coNanoN ARE ECOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN 3000 P51 CONPRESSME STIRENGT1-1 WITI-IN 28 DAYS. 10. POOL WATER t2SPCSAL S-L41.1. OE N ACCCROANCE MT4 smc SECTION 5004.3. 11. THE OWNER SAALL PROVIDE A SCREEN ENOLOSURE. FENCE. LATO-ANG GATE ( SEE DETAL FOR MINIIMLN REOLAPREAENTS ) RECOREN/ENTS. ( Na°1 APPENDIX ) 12. OWNER AND a(LDER $444.1_ OE ReSPONSLEIKE FOR ACCUIPANG ALL PROPOSED CONSTRUCTION WIT4-IN ANY UTLITY EA...saveNa 13. ii.E.sE PLANS TAE paon' of DAMS ENGNEEps P WITHOUT TAE WRIUtN CONSENT OF DAVIS EINGINEERS P.A. STA-ME CARTRIDGE FILTERS' MODE_DC FLIER AREA 4:50.F%) ATE * I RIcPAN (GPm) CV 5 5 FPS) S.JCTION PEN:150-.4 12. AL.)......Lsr i9st, 35 37 S:7E 11.5• 2' 60 1 tv 5 10 19" i0SLC 50 1 70 - 100 135 -7 52 72 1 102 52 50 72 2 . 5' 70 13 cs'0 102 125 225 (OR EOUAL) 137 137 100 17 ,GZ'ZZ - t '1 10 v-914lesi4 0 mm•r . A. MEI NOT TizAr<FeigAztE STA-RaE MAX-E-GLAS PUMPS 111 PDC (A P6R e.54(1.4x.'4s.. Wer pet-e 6(.dre'' SITE FLAN In .. 20 OR WALL vim- EELF-CLOSNG AND Ea:LP- N ACCCROANCE WITH ZONING CODES RIEILSES FROM uTuTy COMPANIES FOR OR RIGHT-OF-WAY. (OR :::LA JAL) C) ° cD 0 ) Ui DitveNSIONS NOTE C AEOVE ® POOL LIGHT SWITCH • RECEPTACLE POCL PUMP © -n2ANcsFoat,.{ REWIRED FLOW PATE (OPT INC 12 1475/DAY) • GAM RECOMMENCEDED FLOW RATE (OPCRATNG 8 l-QS/DAY) 4 GPM POOL R,IRNOVER G7 HRS. SPA TURNOVER 1 I-PS. 13-UNCTION 00X AND PUMP SWaCI-4-- 8-UNCTION BOX ELook3R • TilvE CLOCK cp SPA LIGHT SPA PUMP SPA LT SWITCH ELECTRIC LEGEND 0 $§ 0 4• CONCRETE SLAB odn-4 6 x 6. W1.4 x WI .4 WNIM ON COMPACTED FILL" (3000 PS CONC.) SLOPE 1/4 1 1 L t . - Le' -'-'3°N8CRETE FENCE 411■111! POOL AREA 50. FT - A . AU_ POOL eaEcI1?tc.4. WORK S4ALL CONPLY WITH N .E . C . . NO OMER'S-Ct.-1: ELECTRIC WRING S-ALL BE LOCATED wrn-*N 10 OF POOLS • WATER EDGE (1.1\11-ESS IT 6 18 FEET OR I-1G-ER) C PRIOR TO EI_EmPicAL ROUGH. ELECTRICAL CONTRACTOR S-14_1_ SJOMIT A REVISCN TO TheSE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOADS. CALCLLATCNS. AND EXPECTED AS - BUILT CONFIGURATION F DFRERENT FROM T1-ESE DRAWIINGIS. -3 n i 2 IP-20 / 1/2 C. /- DEC( (A) WATER LEVEL CB) POOL DEPT1-I (C) FLOOD 0C'ITI3R1A 0) POOL BOTTOM EtEvATION (A -8) (E) LP -UFT I-EAD iF) HYDROSTATIC VA! VE (G) BOTTOM ANO WALL SLABS TOTAL AD_USTED AD CE•F+G) c-=A 1‘ RECUPETS 1 to. h4q. 2o• MAX. I FEET MEL FEET FEET 4 -. › . FEET FEET -2.0 FEET -2.5 FEET -2..0 FEET A.PEA 0 50.F7 MSL tvta. NIC0AFICR NATIONAL sPAdLogeot_ :VC.7r7 POOL CAPACITY GALS _t - SPA CAPACITY GALS .t 10 ® 1 4:ABR LEVEL SEE EDGE DETAIL AM-S r 44Li P GPA-D64 - I l'*, -- . ^ .rj ----i 3 .• 12 2P- 2Q I/2* C li fl i (D POO_ DUNA HETt Mr - BLowER _122 Am="5 12?, .afil i Aws. 8 SOLO (CLD 1 NON-CORROSIVE CON:N.1T 4• 300 WATTS- 12 VOLT. ReMOVAELE 6 AMPS EACH • MN UNDBRINATER LIGHT OR DRY NCI-E * ELECTRIC DIAGRAM 2' TLE 14.111Aair _ 1 SEAT NOT TO EXCXIEED 10% OF POOL PORMET1571 Lid( T - 3 it 12 IP-20 / 1/2' C. 3 a 12 2P- 20 1/2' C SPA LIG-a 100 W 3 AMPS F FeER OPTICS LIGI-IT SYSTEN4 LSE NO NO-E REOLARED -SEE DETAL ON S-EET 1 - NOTE' DETAILS ARE NO T TO SCALE E.B. No 0001809 O.L. No 127365-5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 FACE TIE ALTERNATE POOL DECK NTE1Z-0CKING PA\EWS ///7 COmPACTOD SAND 1/4'/FT 3 BAR '3IL"'LI ED G , • NOTE ADJUST DC ELEVATICN TO ALLOW F-OR DECK FIts.11SH. BEr0 STEEL FOR: OCNONG LRrO _y _FRICK COPING EDGE ctz ..... ..... - , , , . 4 \ J`" \0 \ N v _cr a 1\ be'' , ra 56 JOB l'sr : DATE: 2 2r2 R7O4 ‘ - 2 1Z r.t. J. B. F O R D 1712 S. W. 1st Street Miami 35, Florida Telephones: 9-3508 86-4092 /3 /1 /e, I // /o 9 /f f/4 /S� l .s 1 -z :27 sU G�_YE y s C 4 C'• % — 2 o Fr. 'e E /9 /r?/ fit>/ ; ,4'2 3 2O,Y //YG :263 o c) ( , L. c , " ' r -/2c2/ 7 25 A /24 -.142 / ,e/: S -- L e> C4rio/Y 3//e4 Tc" /f 9 3a 3- til ?2 <3 Z$ X 3; A Se' `7' M` `v. Z I HEREBY CERTIFY that the attached sketch represents a surge,' made . under my direction and is true and correct to the best of my knowledge and belief. There are no en oa hm 'tn. exce as shown. REGIST LA SURVEY 421 �Mt ATE OF FLORIDA T d �b .1; C. 4 -: o z. - p if EL e .. w,g e2 one G/// e„r e � mac/ \/.e a 1.07' �,, " ..4// 7 7 .35 7 o o J B1„OC 7 3 . _. _ 4.> 'SY / 2/ s:t -)1 According to the Plat thereof as recorded in Plat Book /o Public Records of Dade County, Florida. For V .4/ / ? C s r{ at Page J7 ot� //a <36 4 1 Date s,: r /,/ /70/ s & s _ • • R E V I S I O N S■ D R A W N B Y ?,:?- - ■ ■■ C H E C K E D B Y • ■■ DATE L / ii, /0 ■ • • • DRAWING 7 ? . 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