77 NE 100 St (15)TO SERVICE
PANEL
48" MIN
4'
:' Z
2
0
100 WATT
LIGHT
TC
POOL DECK
JUNCTION
BOX
1" NONCORROSIVE COND NOTE:
ALL ELECTRICAL
SHALL CONFORM
W /ART. 680 N.E.C.
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ETC. W /N• 8 WIRE
ELECTRICAL DIAGRAM
MANUAL STARTER SWITCH
WP DISC.
SPST TOGGLE
SWITCH PUMP MOTOR
12 V TRANS. OR
GROUND FAULT
INTER'R
3 -N' 12 in 3." COND.
SIZE 3 DEPTH I S' X 30' � TO 1,
IS, 0 S 41. S
11 t?&
- '4 VI
Gl>, s Ate et 74) S Cr 4-
!Q
Slap t2 F,4IS'V#ir^4T y��1tsN
L O0...
PRECAST CONCRETE
12 HOURS
j
5
1. All FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONC
WITH A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 P5I,
2. ALL REINF. STEEL TO CONFORM TO A.S.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).
8. 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 OELITERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SHALL BE REMOVED (OEMUCKEOI IN THEIR ENTIRETY,
ANO THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS
ANO COMPACTED IN 12 INCH THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS OUE TO
WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR
PILING.
7. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE
BY SHORING, UNOERPINNING OR ANY OTHER METHOD IF
REOUIRED. THE OESIGN ENGINEER ACCEPT$ NO RESPONSIBILITY
FOR THE SAFETY OF EXISTING STRUCTURES.
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENT$ OR REOUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS • OF THE
EXISTING LOT AND RESIOENCE ARE SO INDICATED. POOL CONTR.
SHALL VERIFY ALL DIMENSIONS IN THE FIELD ANO ESTABLISH LOT
LINES IF NECESSARY. POOL CONTRACTOR ANO/OR OWNER SHALL
VERIFY LAYOUT SHOWN AND ALL OIMENSIONS PRIOR TO
CONSTRUCTION.
I. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE
SITE. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD ANO
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN
GENERAL, HOLO A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER.
10. POOL SLIDE$ TO BE INSTALLED IN ACCORDANCE WITH LATEST U.S.
GOVERNMENT SAFETY STANDARDS.
11. MIN. 4' FENCE RECOMMENDED AROUND ALL UNSCREENEO POOLS.
AIR RELIEF VALVE
Q
HAIR i LINT
STRAINER
MAIN GRAIN
GENERAL NOTES
1r
0
SKIMMER
%
,qr Yy r `���'
' 1
4 A " 'A ,To A
PUMP
D.E. FILTER PIPING SCHEMATIC
3 1 MAXIMUM SLOPE
\
IN SHALLOW ENO
MAIN DRAIN
IMPORTANT NOTE:
NO DIVING BOARD ANO NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8'-0" OEPTH ANO SPECIFICALLY OESIGNEO FOR
GIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
30 /
WATER LINE
LONGITUDINAL POOL SECTION -- STANDARD POOL
NTS
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 8E CUT. WHERE CONCRETE
(MADMEN 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 PATIO* ARE INDICATED BY OTHERS, THE PATIO DESIGN
NOTES SHOWN ON THE TYPICAL WALL SECTION 00 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.
18. THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT
1S NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER
WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER.
4 "x10" 80N0 BM
W/2 • N• 3 CONT
J
PRECAST COPING -
TILE
WHITE
MARBLE
PLASTER FINISH
4'-ro to'
HYDROSTATIC
VALVE (11
10"
4" (MINA CONC. OECK VI/ SLIP
RESISTANT TOPPING W/6"11.6' N'
10/10' ON COMPACTED
GROUND WITH ALL ORGANIC
MATERIALS _ REMOVED (SEE
NOTES ON SOIL BEARING)
Pik
1
.1
REMOVE GRATE ANO WELL
POINT VALVE FROM MAIN ORAIN,
ANO ATTACH AUXILIARY PUMP
LINE WHEN EMPTYING.
WELL POINT DETAIL
NTS
SLOPE
8 "x8" CONC. FTG
W /141' 5 CONT
2" COVER 4cs"■ - '41
4" TOPS 6" BOTTOM W/ N' 3
At 12" O.C. EACH WAY
STEELTEX FORM OR
KRAFt BOARD
x012. DYER. ( 0
TO b:. v"' v S s"
1 42 . ( "'
�
C6 yea ex> 3 P �"c.. I ► E^:L� .
TYPICAL WALL SECTION
NTS `O{Z. OfcY' %k TD
<<k Sb0 TZOti
> JAL. 2e°t1.11r "1b iNres
GRATE TO BE FASTENED
WITH SCREWS
•
34" ROCK BED (MIN. 3
YOS ROCK TO
STABILIZE SOIL)
WELL POINT
THREADED PVC PIPE
'1
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Mee
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SCALE: 118" a 1'-0"
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1 OC,flrJ J• NAAR
SKETCH OF: SURVEY''
SURVEY of the East 1/2 of Lot 19, all of Lot 20. and the Wet 1/2
of Lot 21, 3loc<k 10, AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1,
accordinc to the Plat thereof recorded in Plat thereof recorded
in Plat 3crk 10 at Page 79 o9 the Public Records of Dade County,
Floria, be ng situated in the Village of Miami Shores.
ORDER _:o. X73
F.H. 226A -15
DATE: December 21, 1978
SCALE: As .shown
WE IiE? 3Y CERTIFY: that the attached SKETCH OF SURVEY of the above
descried ?roperty iS true and correct to the. best of our knowledge
and r,eyief as recently surveyed and platted under our direction.
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
By:
Or „, �► • �, oi %� ��. ,3�� V . Pres.
Howard C. Gainbl e
Registered X1and Surveyor No. 1683
State of Florida
0
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p , 01 o;tear ..
7 (, .) , C. 1 7 0 S !3 ac e a
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' V 11 4 X T rr i ?. NZ a 'y 1. ivy ..9? \ � - �g- t1. -1tIc
` GtA °0— A- 't� \ 1'X yA IAN
.)1,...f,..) (4 y .,;)> `` tLt.
.
114,1.J. t + C+ 'x .',.:.
t � ' + �� • 4t4 . t 4 -
This work will not be supervised by this
office and the architect will accept no re-
sponsibility either for the safety of the struc-
ture and the due observance of the plans and
specifications regarding materials and work-
manship or for any mistakes resulting from
changes made in the field.
f
6•
3