1079 NE 94 St (6)0 Wiat ag. SUPPLY wGO.
: - AO ` Aw svf I RoA
WATER.. vV eta—
2`t w eso-
- = 14' c'
$S _ IO+W 't FR4A
= w�►Y wt Lt.
PLAN Jt1oW[Nl- LOGAT'1U M - op *tO Tirt4 • =DRY WELL
1 WAfitt .WeiLL _. A4T f2l *SaR: ItS41?ai4CE
csr,
_ rri1 4\ f"r dtiorags, p` GA.
t"t
Permission 13 granted to install
an irrigation well at the
point indicated hereon, provided
that a 31gn stating that the
water therefrom 13 not to be
used for drinking purposes,
shall be attached thereto.
s, H.11V1, NkJ ∎11\i;
L_At l l3 Slit 'IVEY011
ru' • 1•.'1.!.4 �1m,I r,1i1r
;,1.11u'. 3 '
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"�'..?. ;Y i'F.UL !VRC,N01.A
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l/
1‘, � 11��' UIUI t, f,111: t t tK !■(' I,r4t h f11r ?UAW, t,
` r � �� ) �? t
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and Co
/rence Pos/
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i'ence
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Ci
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r
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22,7Q'
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lepit
1)
/
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2/ 4'
52'
.!'9' s
` 57'
•
•
19,70'
150.00
•
590 5
1 STY. C.8.3.
No. 1079
FINISHED FLOOR
ELEV. + 9.02
405'
/4.60': : '3'
/z
•
•
2. 5' ,aserr en t
OA/
Qwofer
32'
PaoL
s2;'4
28'
1.-.,I 1 • _ v -• - -- -,�- -^ ' - ----- -
. . • . I 50.QQ
/,3' Par.Fwoy
/8.4'
/32'
STREET
/0'...
47:50
4Z 57'
Pit
/4' Pavvrrier'y`.
Guys
—
Watt/ M r /
Meter. I
N
se/ ",o y %o
2 5'
I Easement
5
.Easement
P-
M
CS
'/z , 0'pe
I i in wa /k
L/y4t
- NOT VAL /D '/'LESS SEALED
LOCATION SKETCH
A l oo' 'on o/ sec. 5 7I4/ 5,3 S. Rye 42 E.
SCA 46' /"-- 300'
SKETCH OF SURVEY
OF
LOTS it AND 12
K I RBY'S ADDITION TO MIAMI SHORES
ACCORD /N6 TO ,L LAT BOOK 4/ , PAGE 44 OF
/ //E PvBUc RECDR OS OF DADS COIJiv7Y, FLOR/DA.
NOTES: CCW/a/ns /6, 55 59. F7'.` t
,C odds s` 0U/r/ h ereo.' were no f 57 crc /ed for
eose, ie., fs onc/ /o ' r/yhfs_ oi way 0-7 records.
ELevv /o.,s show.' Me/..r ' t 6.70 cz.-e recce ivie
/lie /t/o7 Geodefic 14 Dcrfarr' of /923.
CERTIFICATION :
U/6' hPrehy ce•'7` /fy /tao'/` iP c7 oohed "5,4 rC//
Se// ?1/,6 y" o/ /he above descrided /re / of
Lord /s free orao/ COrrec• 7$ fie .6esy ovr ,kv
/edge or-o ,beef us surveyed 6-es-84 -84 "Jr/e • ou
c/ /recfion or d corn //es te././ S /fe /.2i rParr2 f li'ic17/
5h7 deerz- /s se/ for7h 6y 7 1/5e .544- of F /o.•/do ,8aovrd
of IOW Sur veyors.
FORTIN,LEAVY, SKILES,INC.
Ovniel c. / /e/_ vice ,drE+s 7`
Re h. S. At
FLO Fort in, Leavy, Skites Inc.
con...„. Engin 1 Land Swniay*ta
CJ en SouUl F►4*re1 Mogi / Sete 1 t*n. F4or1dI 1340
C] III Nor1MoM to tt Skol / Nosh 460 Siii" Florida OW
44e r 0,fo4kit 40410 4i ilOol is 3$$ -1311
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1 1 - FABITATui of ACO COROANCE
144114-1.*- ti I T4
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StANCARO PRACIVE;
t ('00. l', " -,— ' ,, A)13114i)i001);tiG' s 0 , (), woo. itED BY
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me AL DIMENSIONS SI At AND
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N*DISARMYTIM, Tv ' D " c° , "3 't '
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'';Iiiiitt' kC91' SYS TEM AN tEt1 LAleRK? ''-' ' -*' s a'' '''
S I AND I\1 IIOIPtria S I AL OR BETTER CONDET$ON AN?
ANY NEW WOR,
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Ati nots,peRmiqg -, .,,
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„E CO..e S
* HAL i ', ,
, 4 1 Bi 2500 P (110,0. ,, _ , , .
,,,,,, . 4 F4 ittEti, CONfORM1 In ' • i GRADE 60,
ED IN AC
ADMI I'vi',, T it, sH Aiti Be,it/ vAiiiiiiick Iiint CRSt, AND P AC , I ,,
AiiifORGIfia_S C
1 1 - FABITATui of ACO COROANCE
144114-1.*- ti I T4
'' Ac , litASOHRi OR ' CO ", r k‘-!" ,
StANCARO PRACIVE;
t ('00. l', " -,— ' ,, A)13114i)i001);tiG' s 0 , (), woo. itED BY
iisb, AikrilkiiAareRriltiV 810e. DEPT, FOR 00Roy S .. 4 „., iiqoi ouktio By BRfCAVO
R6
Attt ! PtitOR fa, FAN,
4(''''"'14 1.413CQt4 r S
A. RliClItTM A Y $
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ANY woRk, Or ANY
' ' A E IS ATN ' fESTR, T '...,,
f , li.: G
7--- '!' tAq pRe€E0-- - ' . * t BEARING CAPACIT WANI°47
uRilfeifbiMi °141111At'A: i; FOR 2 004 P, $4,
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4' '''''''''''' i FM, BEEff.OESIG-NE1' Eti: i 64 DRAWItIGS
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'--',Tii1:3 5tRU " -- * ''iAmiLIARIZE HMI 1 •
'.- k -- - *nit s iAt:t tHoRquo,, _ ,, 1 , r S1 A BE FULD VERIFIED
me AL DIMENSIONS SI At AND
' tit( ikReHITEC iCRPAt—' tEs BE EEN PREP- e OP Ati ryp wAtt FOQNDATiONS
COMMENCING A
' ''I, F f Dt ie REMOVED WITVN 24
N*DISARMYTIM, Tv ' D " c° , "3 't '
PR (Oa
0 WINGS AND FIELD CO
. E RROR O
R ' SHALL RE , .. ,,
'';Iiiiitt' kC91' SYS TEM AN tEt1 LAleRK? ''-' ' -*' s a'' '''
S I AND I\1 IIOIPtria S I AL OR BETTER CONDET$ON AN?
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SO0111 ELEVATION
wE$-r- ELEVATIO
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v rJ e,,,)J 11/i ??Y OffT 1 J f :
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IsLANP. < < g EVATION
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DESCRIPTION of 0, AD
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SECTION
al,t�Jc� Ik1l�t - I
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• *I4V4 rtik-rr-A4044-
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1
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To SERVICE
48 MIN
GENERAL NOTES
, ALL FLOORS ANO WAILS OF POOL TO BE GUNITE APPLIED CONC
WITH A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
2 ALL REINF. STEEL TO CONFORM TO A T.M 615 GRADE 40.
3 ALL POOL PIPING TO BE SCHED. 40 PVC BEARING NSF APPROVAL
4 FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 SFBC.
5. ALL POOL CONSTRUCTION SHALL COMPLY WITH CHAPTER 50 OF
THE SOUTH FLORIDA BUILDING CODE (SFBC),
6 NO POOL OR PATIO SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN
SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE
BEARING CAPACITY OF 1000 PSF. ANY ORGANICS, MARLS, OR
OTHER TYPES" OF DELITERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY,
ANO THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS
AND COMPACTED IN 12 INCH THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO
WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR
PILING.
•
1. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE
BY SHORING, UNDERPINNING OR ANY OTHER METHOD IF
REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY
FOR THE SAFETY OF EXISTING STRUCTURES.
8. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL. CONTR.
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT
LINES IF NECESSARY. POOL CONTRACTOR AND /OR OWNER SHALL
VERIFY LAYOUT SHOWN ANO ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
9. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE
SITE. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN
GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER
10. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST U.S.
GOVERNMENT SAFETY STANDARDS
11. MIN 4' FENCE RECOMMENDED AROUND ALL UNSCREENEO POOLS.
ELECTRICAL DIAGRAM
TC MANUAL STARTER SWITCH
(Oi wP DISC
SPST TOGGLE
SWITCH
(_ 12 V TRANS OR
GROUND FAULT
INTER R
3-N° 12 In ).'• CON D
1 NON CORROSIVE COND NOTE
ALL ELECTRICAL
SHALL CONFORM
W /ART 680 N.E C.
14 POOL AREA GROUND
ILL BOXES. RAILS, LIGHT,
MOTOR ETC wire 8 WIRE
PUMP MOTOR
12 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR
BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS
SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR
REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM
THE POOL. IF THE WALLS 00 NOT FULLY CONTAIN THE SOILS
BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED.
CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE
PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE
SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE
DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER
FOR INSTRUCTIONS.
13. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH
CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL
SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC
MATERIALS AND SHALL BE PLACED IN 12" THICK LAYERS. EACH
LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM
DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE
PLACED IN A SIMILAR MANNER.
14. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN
NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.
PATIO DESIGN SHALL BE BY OTHERS.
15. WARNING TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS
OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES
BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL
FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN
ELIMINATING UPLIFT PRESSURES.
16. THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT
IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER
WITHOUT THE WRITTEN. PERMISSION OF THE DESIGN ENGINEER,
CAPACITY
PERIMETER
PUMP
FILTER
TYPE OF PATIO
NTS
AIR RELIEF VALVE 1 €)
P � \
C EO �. s
MAIN DRAIN
SKIMMER
1
I 7 MAXIMUM SLOPE
\ IN SHALLOW END
.
PUMP
HAIR 3 LINT
STRAINER
D.E. FILTER PIPING SCHEMATIC
IMPORTANT NOTE
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8'•0" DEPTH AND SPECIFICALLY DESIGNED FOR
DIVING THIS POOL 15 NOT DESIGNED FOR DIVING.
LONGITUDINAL POOL SECTION - STANDARD POOL
WATER LINE "
MAIN DRAIN
mactostuarsiamoramorawsnere
4"x10" BOND BM
W/2 N• 3 CONT -
PRECAST COPING
TILE -___.
1)
WHITE
MARBLE
PLASTER FINISH
cJ 4 ‘
f e...)•
.-
Z
2
SIZE 3 DEPTH
EXIT RAILINGS
COPING
TURNOVER
E.
VT o
NTS
HYDROSTATIC
VALVE 11' : ")
XtlitdEilegat
10"
4" (MIN ( CONC. DECK W/ SLIP
RESISTANT TOPPING W /6 "x6" N'
10/10 0 W.M ON COMPACTED
GROUND WITH ALL ORGANIC
MATERIALS REMOVED .SEE
NOTES ON SOIL BEARING!
WELL POINT DETAIL
NTS
TYPICAL WALL SECTION
2'• COVER (c.c. vz
_ . 4' TOP S 6" BOTTOM W /N° 3
AT 12" 0 C EACH WAY
STEELTEX FORM OR
KRAFT BOARD
r oa.. c G C-i' c) -3d.. (o. a
1 US Si.
SL V- •1/4*1 ��
16 •
r _,_" °
V2� 5 LE(....)4L.
p�<
,
.�,
vow._ 0evo
-- NELL POINT
THREADED PVC PIPE
REMOVE GRATE AND WELL
POINT VALVE FROM MAIN DRAIN,
AND ATTACH AUXILIARY PUMP
LINE WHEN EMPTYING
POOL DATA AND EQUIPMENT
Irk .
r
ooNe:-,L.‘v FIt-Ater:1-
t-� -
PRECAST CONCRETE
8 "x8" CONC FTG
WI1•N' 5 CONT
GRATE TO 8E FASTENED
WITH SCREWS
, HOURS
3 4" ROCK BED IMIN. 3
YDS ROCK TO
STABILIZE SOIL)
Lv1U �(■•\ '62,0 ? o
rRo R: ;f U �,✓Y 1.
b
>' WN—s
Lc i 11 ! � °L. ; t•(t l% e,", A1)17 t - fl ci
TC� M%AAim eS�icR ` S , ; - E A% ►- '�•.`-IL1
(V
1
m
ELEVATION OF DECK IN RELATION TO ►4OUSE tP!
.So4L_ S r,�r4 ..��l
I T 15 ;SM.) U'1 b►Ju 1s r r?A.,aa"
/ J F
Pk LI / C pS SA:: iSr~J.R.1• C--
A9Lt, I r'< d f""'1rla_ aXCJIV).0 t>
r- O>1�p' r r►o)3 s -�JLD aL4Y trLJG 1 M.L.raI.S,
ac? oT E; o rt tf }t 0s D15<_oJ�zeL)
►-1 �' {�G���TIa�J T"4 ' s1► .��. e� .F rew \J�v
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F`. o E SY fr t-Y
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