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PLANSZ Order # F. B. # SSSI -10 WK'S HEREBY CERTIFY: Tha ed property is true ° ar recently surveyed and e: cro ac: r e: i s unless . o. William H. Dick �BISCAYNE ENGINEERING COMPANY Civil Engineers Miami. Flor -da . t the attached "SKETCH OF SL .d correct to the nest o:' our platted under our direction ; shown thereon. SKETCH OF SURVEY Lots 26 and 27, NIA= SHORES BAY VIEW, according r „ �^ to the plat thereon recorded in Plat Bock 40, at Page 16, of the Public Records of Dade County, Florida. June 21, 1950 Scales Show:: �VEY" of the above describ- knowiedge and belie: as also that there are no /.35.22" 3 ?G Rcc4 Rafte I x 9TRAP t'/' RAF COVE MOLD SPI.V'ic �., 4' MIN .CoPk aka ' %' T ' G're c;f IVICTEP„. - 1- 10 CI.ruI -r ~ -/\NLL 1 Col\iDuvr \ in: y 3 ii"4:1� IQ() ,SERVI cy :: x_ M1 T a Y1 Gk cS r... - - - I< >e4 r,`ctik 1 X8 C{P ?A rA•coA - -1- &'F l OLD G� X -i C(:)u) kiw; ► 4u/44%INUm S2 E . rl c' LASS 3AL°USIES 2x' , ti FELT UrlDIwP- 311 %` ABOBe: ACE, #C y �.:� t .__ 2.0 - - aic.Cc r 1 oo }fir z-5/84), R91> ALL .SECtr,E °t1 '` ?Q lf: \le L.4%-z° • DESCt:iP'1, C;,, 5 e A '6'0 f ` 1NtNDP V ' GC;HE DULL N1A2K C)(j D ScQ rI9N' CLASS TALOUSIE: T C I pA . 2ti;f1LI +1.1tyi - rILL VI l R Mt s g (P`' F6VriNts- -/ f/� nd�T4 • { c F, t- r ir - f, S 1 �r� „ t 41 ' ! 1\,/1 \C ' .Cc \ '.(►'r }twig t < t i )t, . : 5 PttiTEL N11,0(..t/ 1h■S 1 `/ wsr E,.tv. Pl.At : . 10 1;114 'tlll IAA ��� R� t' { ?c Jv %c41F:1i `, ►<in �' ?iv t4, , r F! A' '�K p� ar, C. V.) 1-r ;t at:N- << • L« .- Ak.•• 1,4 it T t 2 I Os. OAT: DRAW] 1 NU 1;113 ER 24X30 PRINTED ON NO. 1000H CLILAAPRIHr # • 4 (9/vcd' _ z// F/4 44,4 ."'44 ..4144.4 77.7.. 1.74. c y$ 0 cit-'4 hot/so z A ppiJA/44 za e6rfror ?_ 4 x fr (l( 0 2 / - -s ,t/ " I i t fi eiyp t ° a .1) Ala,. 1 ,4,41 ) /5" (9 ft y •eAlfW i c /AO Glial " /T /1 ct - Tap /- .1,10 4.6 j e t, ei# 1. I . a f../ "ilk/ G r?j 13 re / . . • 4 7 y PAVer %." • ' 7 % Ni 4 1".., 41, *Kr r 7 kltA:t 47,4 A 7- F. skt`.. ' - . vs& --C v ( #f/e/ /A z‹. 370," 1/ e -o fl * `1, • I • • x (2i/ r'?of s / co /4/4 5 fxs- , Ai c rL Ca ti • ALUMINUM PAT IO z+'OR �'3 a $iLEBN: N 120G . 3.. 91 %tb $TREST 26r00 V4 EST Pt AGLE WttANtt, FNORtQA C O N S t L T I N S: E N G- t N E. R S ORAWN RESIGN CQNtRAOTOR.1 { NAIL VERIFY ALL DIMENSIONS Al SITE BEFORE PROCEEOIN4 'WITH WORK._ '2 -x 2 x •1/8t"` ACII- JOIST.00NNECT T JQI$T: t ITH' " O .t -2."i LAGS r. 0 ONNr10 1 r TO 40 6 x 5, IT II 2- t' THRU B)L`I' ..,J ('f SA,V1i A3 RA T �EI M oTION;A• .6c64" `i`l X(ON frAGi OOliNEGT ' AM TO'4 NiITA tt ('iii' ?. '3f t. 2v - 1" 130LT3 L k'e D OLTS t) 8EA , Tt� TO, a' ( "V P X V ii i z 1/8 L. EA STDS 1, - GOL., } 1/8 RLVE'3,'3 FA, COL •L 4" '. L Q fJi'' x . .THRt3_ coif, 00WLIti X ` `1't x / ‘ t CHANNEr`4 C OL, 3 2-.' LQX'Itf ANNCHOF��# TO CONC.;. 2 ": i30L` S ,`CO COL, } L^ AB SEC., A.-1, 44 BOLTS to x, to LAG•`.L A 5. *. 0.0. I_N'T° JO isTS. o LOT 26 AND rH 3 NORTH 3O,045 OF LoT a7, .MIAMI 9HUxtis. BAY , t, ACGOR?ING TH$ PLAT THEREOF RECCRDRD IN FLAT toOK JO 3 16 oF t OHLIC IiL+cOnDs pAii GOUN'"L, FLA, SHEET NO. occ.rLo_Low NO. 1,45e I , Ng, OATH R EINISION? .115 ir Z...5'. .5! • 4 .3 • . s 5 1 • • ' '• A "" 5 4 — d/Ide4. , ; ."; I' 1: • , s 4 e�..�t G: "�