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501 NE 92 St (8)r -� J. B. FORD 1712 S. W. 1st Street Miami 35, Florida Telephones: 9-3508 7 -2524 t. . / /f_ 9. ' 9, /4 /.c • I v C� 70• A ;, 4 ? ' / r /.r 4 /.l.t t •') / - 2.) // / / /•t.F. , . /.i'A •/ �' /F v4 • /14, /6'6%9 2 2 6 I HEREBY CERTIFY that the attached sketch represents a survey made under ny direction and is true : and correct to the best of my knowledge and belief. There are no encr s, ypt shown. REGISTERED Lt.ND SURVEYOR 427 STATE OF FLORIDA •' <� e,4 r /t• i/ l n #/ .S'C, /' '�•t -' VACA N i T Ree1'f )'7Y 75 - Tr, 1 Y • /(e• /0 A /ir- W / at /G * �? ` /. /: ! <3r'` mete .,�'Hl�x'.'',Sz .' '.*."c`. According to the Plat thereof as recorded i Plat Boor /0 , at Page x :5 - 7 Public Records of Dade County, Florida. For 7Jf i/ A C/ 4 ei,e('.t Date ( /e' /. )' .:'4; /..?,. . (9 q, -STG I. /'.I.t. I L(.;() •1' r, bl';111 C)F 1'�..;.', 70 BE Pi:Elli, ?A ll�!'LLY r\F'1'LiCJ CO C, Al'I ;) I ,'', :3 CAY COV SiFENC.J;t i �'i 2t::22 t . All FI'�ilf ',11'i'I Ir'';' ', i fr;� ' 11,1 3, All ('c)Ut. I'Ii'iN.I TO 1,E SC) iED 4 0 PVC OF,ARINCJ i•iSF /�!'I'itC)' ✓r4 I . f 14 ��..1, -� 11''�ii /�,'l �(. i, � I if �.', II�� ��L II . I� � ..., • l ..•• ii I. SOUTH FLURIC•\ EUILDi1N3 CO:E. 5, NO POOL CONSTRUCTION SHALL GEAR O. ANY TYPE SOILS ExCE11 CLEAN SANDS AND RUCK WI 11CH Si•lALL DE CCMi;'ACiL) TO f'ROv(;E A SAFE BEARING CAPACITY OF 2000 P'JF, ANY C! f.1,\■LS, OR 07) (ER TYPES OF DE LIT EROUS ;.'ATERi /L ENCOUt'JT CN EXCAVATION SHALL BE REMO'✓ED 1DE',iUCKE IN 11-1EIh ENT1h'r;tY, AND 1)1E AREA SHALL BE f1 \CKFILLED IN T HEIR E:JtiRErY, AND 11 7E At,'EA SHALL BE DACKFILLED Wiz) I ACCEPTABLE SOILS / vJD COMPACTED IN 1 THICK LAYERS, '.C'H (ERE 1)(E CONTRACTOR G' \fJ NOT REMOVE 111F. ORGANICS, DUt i0 Wr !ATE vER CAUSES. 1HE Co PL S HAL L E E REDESIGNED FOR PILINGS, 6, IN ALL CAVES, THE f'OOL CON 7RACIcOR S) !ALL T /v,E ALL PRECAU1IONS TO rI C)TEC'1 ExIStI;'JG STRUCTURES FROM FA!LUkIi ;;Y S) iL.E 1;NG AND/OR SHIUi■ING UR OTHER tv E ;HOD AS REC :L/IED, 111E CESICtJ ErJG ;JEER ACCEi'rS NC) FiF.SPoNSIUil11Y FOR T) 'E SAFETY Cr EXISTING S1;RUCiURES. 7, 1NE DESIC,,N ENGINEER ASSLJ /ES NO RESPONSILIur r FOR' rC',CL CONSTRUC11CN IN EASEL ✓EN 1 S OR RE CUiR" e DSCii+,''t CK AREAS.f,Ui PLANS NOT PREPARED FtiOM LEGAL SURVEYS OI' it (E ExiSiINC, LC1 AND RESICENCE ARE SO INDICA1EO, r'OC.. CON SHALL V '.i .L E 'r r iL Dli, ENSIUNS IN THE FIELD AND ES7ABLIS)I LOT UNES, IF NEi FSSARY POLL CC' :ic>:s r \rJD /CR vlVidl SI1ALL Vl.i<IF'1' L'VyCUt Si1CWN AND ALL DP.' r'RICOn' TO CONSTRLJC110;J, O, CON 1;6\ oR SHALL ESTAi?LISH LO C•\TIC: OF LJTILIT.ES AT THE SITE. MIND CLEARANCE Dh,1ENSICNS S) !ALL OF r(LLD AND SHALL BE RECUIRc:D F3Y LOCAL REGUL/■TOr A ;'Ei:CY UJ GENERAL HOLD A DISTANCE OF IC) FEET Fh'Oi,1 cy IE,;;) ELEC ( LINES 10 OfEtJ PL'L�L ATE , +, F'OCL S TO LE' INSTAL l.ri) IiJ ACCO L /';JOE ',VI1) -1 TH(E L;ATESI U S. GOVERN('. PJ1 SAFt:1Y S1'/,f•'i)/1RDS 10, 1Et,1P[RAiU1•'E CF SPA ■VA'IER SH /•t.L OE SET SO 11•■7 ". ;<, if /r \i ,R Et E 1 102 DEGREE 1', . I I, MIN, rt' FENCE V /IIH SELF Locr. ; ;•x., c;Ai AiiOU ;.J) ALL. U't POOLS, 2, 1.'1.11':n'E POOLS AF3UT OR ARE PLACE 1) NEAR : SEA '•Y' \1. LS CR OULKNr;ADS, SPECIAL CARE SHALL E3E 1'.�\,'Ft.C)\'EU. Tr1E WALLS S)1All BE ,'; 11:000 CONDITION NOT PE TTLOCI ANY S) 1.F TING C %R REMOvAL OR LUC)SEN'ING OF THE SUPr'ORIING SOIL w;1Y FROM 111E POOL. IF 1)4E WALL DC) t'JC)t FULL'1' CONTAIN THE S;; t ,1E) fiND iH 1F•M, THEY S) !ALL UE f C 1 1.ACED OR fEf'AIED, CON 11f;Ur, i.!A;NTENAN'CE OF THE l' /ALI.S !S REOU:RED OF TH(E PnQi Er TY OIVN ?I'. V /HLN EXCgvA1iN'C1 FUf? THE r'OUI., THE SEAyPALL TIEBACKS S)1'y,I iIE CUT, NOiIFY THE L•r :C,INEER FOR INSTRUCfl(Y S, Wr(EN CONE !).2A.D.',';;N FALL \VI n (i: EXCAVATION, 13, iHii CONTRACTOR SHALL '3A CKFILL T) (F. 1'O, 'i ',r iHi', h > ,I i LlJiv(SI`J( - J 1!! .L iv'�.I LIT: Liij1',JttG'�'I� 6' I� ' , 1 1, , ;' r \ \YiH CL(, /V) Sl. ;:OS FRCS IM /I17J /t ;UFO SHALL EE (LACED iN 1; '" IAt.L OE CO;viPACTED O 90% OF TH1: S( / T,�,r .' •,.', U',: iJI.JSIi'Y fit' a "IN j SOURLY, SOILS BELOW it (E PAP. ;) !ALL fiE PLACED IN A SIMILAR MANNER. 14, V.'11E1'.i F'ATICS ARE INDtC.ATr:O F;Y OTH1En', 'r'E, FA DES:GN NOTES S11OWN ON THE 1 r'i',C' \L V /r\l.L SEC' IC; :. CO NOT 't Y. PA (Ot: SIGN SHALL eE ay On1; iv 15, WARNING TC) EMPTY PUOI. AriE? C( S1TR; •C ;: F: ,i ni:;'AIR ' ANY 011 , ,ER REASON THE -II (.0RC)StATlC Ur t rS I ;E A 11• ,., ,., F 'l r:F. iI! THE F'(,)CtL MUS1 E.� El1i ✓�1T•TA ED 10 l- EVF.N1 11( i n'(:)...? Fl. OAT iNC1 UPWARD. it tC ')'.Y .F 1,-1UST C( ;rJ',UL 1 A r UOL Rf T CjiJ; ,v .;(: E•)'ERIENCL EI.I','!,;.r'ti , t:v l,'t't.111 P��rSSURES. (J, It 1IS i'i. /'.rJ Eli: '',!,Iris THE i ' �C PER1'r C ;i: 111; iSK, ;J r;:('; 7 � iE(' i( IS t::, , 1,, R.'ANSLE,Ri'LLF f'(tiC'',1 ( :, E CON1R/,(,'i• - .. TO A( '` '.y11) ((A.( \V:ii IFN rE.•t.'iSSIG't'J OF 'HE DESIGN EN :1, JEER, IV Q• I. f'I l(:: TO F.I..EC1F C' \L n'OUCi11; .;,i, i. r '•('.Ni RAC iUtR SHALL ; iC) 1r''Sr Ul ;r\\VI. JGS Sf IC)\t %INC :, r ;;l`,; :, r\i!1:111O;Jr11_ L CAD CltLCLJI /\11;;,. ;r f:' • i:CTi LS /'_• 17I,JIL7 C;O, :FIrUR /\11(/ ;J :, iF :,!;r i', ;L , i F n2;,1 I • 11 . 20 r,lO f Uh' .12 1. 11' • 1 S L ICI I I' S AML' V /1n 10 EXIS1INC) SPAR? :S IN I'Ayr , 1t 7 . L, VS.) I. U ./\16..6 I 1 ., .i _ -, . r • i • 1 ) '- l 1i'1 i , Ji T':�f' "�:.•_._ IZ r1 %5 (Miv/ ' `1!: -• I J .1) • D.•' ;) ; • • \ (( ' - ni ts v, R 1 ;C., ,'.L ?' '3' $ r)r;, J J'•0' 1, I," i F IN;`;11 • r' '1:ti, i: 1 i, = ' r ) t,. .11 • i , r ;11' •; � , ;'7 ' SL;;!'C ; LL11'.' CH L_ L-- I__ ��r - :G' ♦ `" J • ;. r 1/2 L I:.ti :c3 '.';.11 I -;Gi,; P•; ;,L:i ;,FF �`'; lL EC T. •.•/ •r • • , ' ' :1 • C L . r ••' ' , 1V ,- ' •/,. - i . • • T.. K; L p rI,T ,S, •• ; • : ;: •:;- vuR :Cr G1.\if � .. r T tic irlS C'fit:l. 1JI ill .��'. •• ' v t';PL : ;i .1t1T Jt.i;' 1 :1; • v;f • • .,..'T (•• 1 G• '• 1,4 t ' •i • '•'•'! L :ri C:�! >„CiCJ r ;LL v1111 • • s / / F,rrirN;'t t ii') J EJ'xO• CiJt•C, i iv = •'i : • 5 1 t �' CJvC'�. (CCE••;C) • • I 4' T:1/ S 6' ;'.)t T T / •D ,t i i2 U C, ••A T, SEP s ir ;L2) ' • J F iL'EFK STCCL tCr C.UIv, r . I ■',f'r • . I.. ( .• : :. )� r •/ R.:c• 1(; S1i.E1L12C Si)1L) ✓ "L'�'l I' 1;tJ ter, , ;tJ, AND •IT i'�`rl 1 UAI'1, ^IA T PUMP L C l Cr1'1YU. ' '• L (. t ' r } 1 . • i1 . II . ti i I 1 is T t I l- N.I.S. • • 1 , •••. • •„ „ , .,, ,!, . r • •,,,. , —� —_. ._r_._.._•• ... '. u_. , .1 •LL CLt.CTRIC'tL Sl1 'LL CC:,ra,k,M •'/ •t•21, GOO 11•',; r. . L.: ,• (l) t '• A • I 1 1 ,\• i. , ,'' 4 0. .4 f 1 4 t • I MAr, 14.1 Edward A. ?( LAUIR$,RI, CoNSUTING INEERS _ (305)823.3938 1850 NW 146 STREET , SUITE 509 • MIAMI LAKES FL 33016 a LTG ()AUG � 71 _ . ( j - v / 4 r 7 f F /64i� 4 4 " - - �•-A�� R &• '10' Sd( 2a Am p • aeL 3PC N ` u PO 41 1 49 0 `t' 54 y r 1,`V, • J tJ r • a t 1 f1/ 1I •LEGAL DESCRIPTION LOT : •J 1 _ BLOCK 1 OF SUBDIVISION OF r' ' CGT►ori 44 Z ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK ' 10 PAGE 3/ OF TIIF PUBLIC RECORDS OF DPP _ COUNTY, w i� � ' va ` f , DETAIL or STEPS 1 -LOFT CAA 'POOLS & • SPAS R' 12 6. • 10' • CCNC, S ii:PS SCALE: SHOWN ON SITE INSPECTION INDICATES SAND AND ROCK W111-I A BEARING CAF'ACI1Y OF 2000 NSF, 11`IE CON TRACtOR SHALL NO1IFY 11-1E ENGINEER IN WRI11N6 ,r ( 111 Irl; C!,)Pir1110r) ;',(r rtIC.011)I1 :1). ILIY.I�h`�111.1• �ll_LIL'L G!1l_C_L<L,j FLOOD CREST ELEv FOR AREA TOP Or POOL EI.EV, l30110M Or POOL ELE HYDRAULIC 1 -4EAD ALLOW HYDOSIA11C VALVE NET HYDRAULIC VIC :AL) USE MIN, 6" 'T1 -IfCK CONCRE FE FLOOR SLAB HADLEY RESIDENCE 501 N. E. 92 nd ST. MIAMI SHORES FLA APPROVED BY: 1. DRAWN BY DATE: 8.14.9 5 REVISED 10.40 MSL • 1 1'0'$_ MSL • '•/5_ MSL • '2,0' • 2.25 SOT= S,3= TAIL;,SITE PLAN, L EG A I . ... 1 \A , , ^1 1 Dt2 A p WiNO H�UMUC - .+.ww•.�.- .w•- -- .— r..,.,+••• .+•*.•••• +r_..•.w,r.•... • __ • _• __.._.^'.yn+.•.•____• ..•v . -.-.•.._∎.•. •..r+Y•r*,..'Mr•H.•+ry• -w .. N. ¶8 X 24 PRINTED ON NO 1000H CLEARPRINT • E1/5 r ,res 1-0 rd 4� /-7 Edward A. LAHDERSA POOL PLAN SCALE : I14" 1%0" • , CONSULTING ENGINEERS (305)823.39 38.4"....".""."6".."~..".. & • SPAS 7850 NW 146 STREET , SUITE 509 • MIAMI LAKES, FL 33016 DATE : • \ \ • • • \ \ \ \ \ \I SCALE: SHOWN 8.14.95 APPROVED BY: POOL PLAN HADLEY RESIDENCE 501 N. E. 92 nd ST. MIAMI SHORES FLA DRAWN BY REVISED DRAWING NUMBER $2 of 2 MARK 111 MIIIIMBENEM/111111111MIIMMINI IIM; IIIIN c Allnlinglargarininillinna .....M111111. FM " 11117,111111,4 ' GLASS AREA CALCULATION SIZE TYPE AREA ZONE (Inch) S.F IMEMMINIM 0 wan Wind Pressure f Wind Pressure Allowable • f Acceptance No. + minguiffessa won G; 6, 0 03-0612 , 0 53 .$ .5 A MEIN NE= 111111911111111 1 0 11M111111111WISI 50 r11111111 3, 0 11116110111111111M1 , 0 ' No w_______,___ 4 . 0 1110111111 NNW= set ,* r is- y, 4 41, 6 EWA • - Yid INTNIA 11111Wala , 0 50s. k En= NMI MIN 0 )'/II*•willianinillnarnq MUM MI= $ 505- ' Willnia 3 , 0 4 • V 11101111111113111 4 0 MIMI - 3,4 IIIRMINI10111111=111 1111=11111/11M11 s e, 0 A 0 5 0 7S' 05-/ I 2 9, ii wszynaumm i k 3011 , •po staimimpaan ,0 mainnusi 54, ammo amumamminimmumumnammummummum aummmulammaimm u is 0 fir ; • 9 ,„9 6 r A !: G„ • • ( 1) , c_ ;(;.‘ c • r L 17 " c ' ••■•■!,,, I ; cl 1-) <•:', , - - Igt , „ — t 7 3" Z / 1 f 21. F L. 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Sc lJ, t 1' ro • t.- 1t.... -•' _ L i`1� i -.._ "i....- :'S�' ! :C.,r •.2 Y .a .. -0 +: 3 'i ...- ..F ..... .•• - . .1 .- •' i.1 /4,0 j • , S •i-: . V. » r • : Z G' PLAT tc rye : •; . k i 4w C. k; ;5F4c7F R 1' "2. Z X% S k. MAN f s. t'. �J..t.1,w rot N';i r)- (4)-