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N.E. 91 TERRACE
LOCATION MAP
SCALE : =100
SKETCH OF SURVEY
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
HOWARD C. GAMBLE
Registered Land Surveyor No. 1683
State of Florida
V. Pres.
35
SURVEY of the West 7.56 feet of Lot 6 and all of Lots 7 and 8, Block 2,
of "BISCAYNE RIDGE ", according to the Plat thereof recorded in Plat Book
39 at Page 41 of the Public Records of Dade County, Florida, being sit-
uated in the Village of Miami Shores, Florida.
ORDER NO. 9150 DATE: June 22, 1988
FIELD BOOK No. 354, Pages 66,67 SCALE: As shown •
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and
correct to the best of our knowledge and belief as surveyed and platted
under our direction in June, 1988. We further certify that this survey
complies with the Minimum Technical Standards for Land Surveying in the
State of Florida, Chapter 472, of Florida Statutes.
FD. I.P
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um DESIGNATION LC-6.1640 RC I-16-40 RC-10•16-40 . KO12•16-40 11014-1640
tmrr wurni 6 s. 0" 10.Q )l4-.4- • 13 ..
FLOOR 201ST 2 X 4 2 X 4 2X4 2X 2;4
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1 ALL FLOORS ANO WALLS OF POOL TO BE GUNITE APPLIED CONC
WITH A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF P500 PSI
2 ALL REINF STEEL TO CONFORM TO A S T M 615 GRADE 40
3 ALL POOL PIPING TO B( SCHEO 49 PVC BEARING NSF APPROVAL
4 FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 SF BC
S ALL POOL CONSTRUCTION SHALL COMPLY 'WITH CHAPTER 50 OF
THE SOUTH FLORIDA BUILDING CODE ISFBC1.
1 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 IDEMUCKEDI 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
7 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 AND ALL DIMENSIONS PRIOR TO
CONSTRUCTION
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 LINE S 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 UNSCREENEDPOOLS
ELEVATION OF DECK IN RELATION TO HOUSE: ETae:Ll` -1 N F II; ►a + t. w.,
GENERAL NOTES
AIR RELIEF VALVE Q
f� SKIMMER
:RAIN DRAIN
D.E. FILTER PIPING SCHEMATIC
HAIR 1 LINT
STRAINER
Gate valve on waste
line only 3 way K & L
valves may be used in
lieu of gate valves.
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 IS NOT DESIGNED FOR DIVING
TO SERVICE
PANEL —
POOL DECK
WATER LINE
MAIN DRAIN
LONGITUDINAL POOL SECTION - STANDARD POOL
IN POOL AREA GROUND
ALL BOXES RAILS. LIGHT
MOTOR ETC . IV/N• 8 WIRE
ELECTRICAL DIAGRAM
MANUAL STARTER SWITCH
SPST TOGGLE
SWITCH
12 V TRANS
�•- 3•N• 12 in 1 ." COND
PUMP MOTOR
NONCORROSIVE COND NOTE
ALL ELECTRICAL
SHALL CONFORM
WIART f80 N E C
12 'WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR
BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS
SHALL 8E IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR
REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM
THE POOL IF THE WALLS DO 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 8ACKFILL THE POOL SHELL WITH
CAUTION THE PLUMBING SHALL NOT BE DISTURBED 8ACKFILL
SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC
MATERIALS AND SHALL BE PLACED IN 1 611 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 P001
CONTRACTOR OP 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 T C ANOTHER
WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER
17 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAX 'WATER
TEMP - 1O2 °F
TILE —__
EAJ A)
WHITE
MARBLE
PLASTER FINISH
SIZE 6 DEPTH
CAPACITY
FILTER
LOPING
TYPE OF PATIO
EXIT RAILINGS
COPING
TURNOVER
A
HYDROSTATIC
VALVE '1
4• MIN CONC DECK W SLIP
RESISTANT TOPPING W N•
10/10 G 'W M ON COMPACTED
GROUND WITH ALL ORGANIC
MATERIALS REMOVED SEE
\ NOTES ON SOIL BEARING
•
REMOVE GRATE ANO WELL
POINT VALVE FROM MAIN DRAIN
AND ATTACH AUXILIARY PUMP
LINE WHEN EMPTYING
WELL POINT DETAIL
NTS
8 "18 CONC FTG
W /1•N` 5 CUNT
2" COVER c..li 11 1' . &
1" TOPS 6' BOTTOM W. N' 3
AT 12" 0 C EACH WAY
STEELTEX FORM OR
KRAFT BOARD
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t >t
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'G OC `Cre...
I -4 s rE(. LL_ P- r - lb t4t
O �'c •� r
tit et>
TYPICAL WALL SEC rION
NTS rose- se. l c.-/ - t v1/4
A.►s1
GRATE TO BE FASTENED
WITH SCREWS
POOL DMA AND EQUIPMENT
WELL POINT
THREADED PVC PIPE
122 1
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I
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SWIM OUT DETAIL
M.T.O.