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By
SKETCH OF SURVEY
SURVEY of Lot 11, of MIAh1I SHORES BAY VIEW, according to the Plat thereof recorded
in Plat Book 40, at Page 16, of the Public Records of Dade County, Florida, being
situated in the Village of Miami Shores, Florida.
DATE: May 14, 1971
SCALE: As shown
WE HERE1MY CERTIFY: that the attached SKETCH OF SURVEY of the above described property
is true and correct to the best of our knowledge and belief as recently surveyed and
platted under our direction.
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Fla.
V. Pres.
Howard .. Gamble
Registered Land Surveyor No. 1683
State of Florida
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S toi nle ss
Steel e
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Bda • n9 cordcify of soil fo be 24'00 ,As./.
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t�ynrtt � Tat; 4 •
flo4t thrckhels: lured cant. -sb i
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Si• b r:lt� <_ << „ f 4,1111 2 41',4 0 /
c � 2"- _ 31.3 .._tfrsF
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NOTE; Hydro relief ratve
Only whit► requi
TYPICAL CROSS SECTION
-�r
LADDER DE'T A I L
Moo Oiarn-
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Glazed ceramic tile
e VSERS
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TYPICAL POOL SECTION
STEPS a HANDRAIL.' DE' L
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M41t` Coin
POOL SECTION WITH DIVING BOWL
4'conc.siob feint w/
6;6% 10 /10 mist+
Encase Mom Drain line
to cont.
l.a
Slops 3 710'
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Precast cone. or tusfproot
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NOTE'
Mrrt.width of deck- CO
DECK FOOTING a SLAB DETAI L
POOL DATA -
POOL CAPACITY
FILTER AREA
FILTRATION, RATE ? <'
BACA*ASM *Aft
TURNOVE RATE
Sf1E
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Slimmer k of
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t.' Mo r A QrQ,n line
Whits marble
1 1 '.
205
DIVING` BUARD. DETAIL a SCHEDULE
3'.
3%0'
2' -1
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ro Wosft
To Pool
a FILTER a PIPING DETAIL
Hair and tent
stro
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Sight g,ICK
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teslob 11
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tight niche
Sttelti1 form or
Kroft board
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TYPICAL WALL SECTION
Coping r `
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ALTERNATE SECTION
Rettet`:v,'otw•
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Slob
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niter
Jun( non boa
8'obove deck
Ant ` sand
teener send
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netle c ot t e c tton
.red w/+ hy dro.
tl " Iry efts .--
1 5�• fr.l,�. �l,s{
• WA LL pot NT ()ET Al L
;1,4 -21
Pool pct on Slob thickness fin)
fitter
Ai&ihOri pump lint to to
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pool during periods of
NO wo +e► +a es
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O.stondspacers
Pressure gage
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14' VOCyum and
IrrnO Sk,om*r tine
SPIN O-MAT ;1G' FILT 3 PIPING DETAIL
to pool
To Waste
6'.
Safety Ouor,
(Au(Omatie
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FtoodCr►terjo
Poolt3otto.;i'
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esh
Hair and Irn
Stroner
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CHAIN LI t4K FENCE,
Pool Top Fin Grp
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US F 1 s lo b
FORMULA:: AND CHART FOR PQOL 60T Y SLAB WL HYDROSTATIC , UPLIF T
GEIVEF2AL NOTES:
t FOr plan 'oroul, dec dimensions, prat plan. schedules, pool tototion,
and special detorls see Steer no.2
2 A sw+mmtnq pools. '101 bear prtrrock or undrsfurbed sand. Al vtds
and floors shalt be qurrltlsd or 00utted Cant. Concrete owl hove 0
compressive strength 0f ` 3.000pst rnwA' 28 boys. K
3. Ail reinforcing Vitt shot, ffe NMeueedrote ()rode steel contamtnq 14
A $ t M. A -SOS• Steel shall be betrt,lopped an placed in ottOrdonts
with the A.C.J. slondOrds ottd spst■fitot +onS.
4 An pool piping shell be P'(C. Sched.40 and boor the N.S% bpprovol.
S
Backwash thgH be 10 on under pool sump 01 100 yq•tt. mn. Or 00 01 *oohed
drain rock, IOWA tr►igOtPOn, wdlertray, VC JA OCcordonCe *eh Iota!
6. Ossposot o f poolwoler shalt conform fo Sec. 3004 of the SiJESC, Surfoc•
ra4 nq sholl,confr ne not pondrsist +nq at r. pornO(or water to wltMn IOC and
svch pod t,n9 pe "Or. thou 1 hr.Oltlr dlst hoes rge.
? Grote of Main Oratn Shall have o free area four turps the O1e4 of tilt
suClron t ne
8• Water supptl and dlspo`sot Stroh be rnstoiled ►n o war 10 that therSjti
crass cOnntct;On volt o domestic *Wet sup9lr Or wafer drspo$o / *YSt+ry's:
9 Hair and lint strainer, shalt have removable screen with() fits 0t4.3
times the afro of the suction Irne:
10, Coitridge filter shall . hared filtration' rate not to **teed 3
s0,ft. of filter area. No bOclr .tbih reluired.
All metallic conduit, piping .system, .reinforcing %lie. t+ghfw t
frttutts and ft.turs ncus ►nq, most port cl Ladders diving boards 4
their supports shall be bolded together aFid grounded too corlisao11'
9rovr?4, The`bonding conductor shalt not tit 'molter than #8topper. '
1 No open wiring civet po01 ►voter.
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NOTES
DESIGN DA
SAFE !3UPERIMPO3ED LOAD (_ 0_1
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FIELD POUR --MOO aa oxf
,lopsr & TOPPI:V REF. LEAP DWG. 1(30-5 :1E
ME MO DAD CO. nonce OF ACCEPT. NO. 6 /8.4 c i IOM/63
21... ••,-- •■• 4..4,
4.•.e.t. • .
pOJEC r
LOCATION „ mill ,.5110 RES
ARCIII fECr
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ELEVATION
LOADING
(0 pRODUC (ION noye
0
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4-4 4-'44,, 4 ij 44 4-1••.•41
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3 3161
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REFERENCE
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121 A3 NOTED
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REVISIONS
DKN,NN
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P. 0 Box Icy • • OtAKEI A u, FL A.
CONSUr_iANTS t0 TI1, .t.PRt:SIAESa1N(3. INU115IRY
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Originators and Manufacturers of Extruded Aluminum Patio and Pool Enclosures S i i c 1 9 S 2 -
( .g01
qpr
f
eoa
; rlq c
t-- __J IL, A-,
a i s (2-(9-‘ 1
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5ua. 11/X77-7/ s
14.74
- 7
COIRPOEIAt 10N
600Q Palmetto Expre N.W.
P.O.Box 563 Miami Florida 33144
DRAWN - -
ay: RP }„; DA TE: S CA F
Y 7v ‘„ ;.7
DRAW I NG No.
,p,3 /
:'rE0WUO0
PO L_ E..
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7 5.00'
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it 93 1 I i i
1 L jr
h
141
c J c.1
I-
I •
30.65
SwIMMIN3 POOL
( UNDCR CON57R
• 46'
2 - STORY C.Q.S. RES.
(UNDER CONSTR)
0
Cv
P
.
WINO w1f
10.9
' 7 5.00
200' AE PHAL V
9 C7o x l J
IPE
r. r,7r r. rrr -
n,
489' ` 12 9' _ • ..
I 1 . 35 1 Y 'O
1.0� / 10.6 0
W.ALL(O.T) ( • WIN3 WALL G
'm OPEN POPC 1 ARCh'wAY
C SLA
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6G�1_E 1I' -26
I f
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q .
15,32
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P 95
0.75
ING WALL
0
N
10 9'
05
3.9 `�
13 3'
75.00
- �5
30. 65'
SWIMMING POOL
(UNDER CONSTR)
2 - STORY CBS RES.
(UNDER CONSTR)
23,4'
r27 -------1 /11Z 4
0 7'12) I- ' 0 . 7'(2)
111 Septic_
J
N
1
7 5.00
5 4 CAA R K WAY
94
CONC. SLAB
4- ' 4- dh. -ti-
a
200 ASPHALT R VMT
44.61
J
SKETCH OF 3UR�/'cY
Sc 20'
2�C B.S W A L L
-PIPE
59' • 46
m' �•0
0 5 1 23 \ m 8 9
15.0 1
10' 135 v( m'
0. 6 o •
WALL( 0 7')
OPEN PORCH
14.74' 1
0.35 `t
WING WALL 6'
ARCHWAY
.11
0
II
9 0 0 l i
•
PIPE
1
•
LOCATION MAP
SCALE " = 300
SKETCH OF SURVEY
SURVEY of Lot 11, of MIAMI SHORES BAY VIEW, according to the Plat thereof recorded
in Plat Book 40, Ott Page 16, of the Fublic Records of Dade County, Florida, being
situated in the Village of Miami Shores, Florida.
ORDER NO. 3307
F.B. 122, pge 22
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described property
is true and correct to the best of our knowledge and belief as recently surveyed and
platted under our direction.
DATE: May 14, 1971
SCALE: As shown
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Fla.
By —
v
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
ORDER NO. 3805
Revised this 14th day of April, 1972, to
show Foundation Location of building under
construction. F.B. 136, pge. 4.
Pres.
/