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1 hereby se loaf t e survey repte
sented here thq
eels thq mtruniurri'
techn;ca4st }nduJs set tprth by the.
Board of kand Surveyors pursuan&_to
ect1on471,02,, Flak Statti,tes. Ther4 Af•
no enc ro achitents, ov et aps,easements'
eaf n Qrt, the Plat, other, thdn 11,
J0(0„ .1) t r a y .;
. aria
3311 � AN 4E afl tT 11.t
ENGINEERS - LAND S1J1&VtYORS
Office address: 359 AlcazarAvenue, Coral Gables, Florida 33134
Mailing address 1..o, pr 561131 Miarpl, Florida 3315¢
TbLs A crop rty" decor a sir as ^ :
IU `elf toy 7`. anc The W� .r of V
x Ar 1 hll;NDJ 1) LtA.T 01? MIAML�` SUOR s:: ; ;.
.-acco'rdiny to the yP1at T.
Yieiceof , as r d.ad i
Plat Book 10, Pagp 70
of the Public Records of
Dade County, Florida.
K o t a. irYct
414'404 t
iogated4 N >I��
oc4rIersh.0fno
PROPERTY OF: Ruiz, Carlos M., 248 N.B. 98th Street, Miamz,,Shores -Florida
Certifi40 ort. >> • ancgt o.q. ,X
Service, Inca j Conmrnonwealth
Land Title? Insurance Company,
Ruiz, Carlos M. and S & J
Mortgage Corporation, its
successors and /or assigns.
ma.or
L 7
1
A" Atir/..triN
T
A. YEKTA KAMOGLU,P.E.
STATEWLORIDA onto
I APPLIED FLOORS WITH A OF POOL 0 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
2. ALL REINF. STEEL TO CONFORM TO A.S.T,M. 615 GRADE 60.
3.
ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. R1411 c sl Vi 4
E��TS�I�cTt�� #31i #H�BistlzSd�iDE.
5. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS OR ROCK. WHICH SHALL BE COMPACTED
TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY
ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL
ENCOUNTERED ON EXCAVATION SHALL BE REMOVED ( DEMUCKED)
IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED
WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS.
WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE
TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED
FOR PILINGS.
6. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHOD
AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON-
SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES.
7, THE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE S0 INDICATED. POOL CONTR.
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH
LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER
SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO
CONSRUTION.
8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT
THE SITE. MIN. 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.
9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH
THE LATEST U.S. GOVERMENT SAFTEY STANDARDS.
10. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT
MAX. WATER - WMP. = 102 DEGREES F.
MaR
1AN T1- VORTEX
MAIN DRAIN
e
PAS
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.
PRESSURE GAUGE AND —
AIR RELIEF VALVE
ft
PANEL
W GFI 10' TO
20' FROM WATER
PIPING SCHEMATIC
L7 MAXIMUM SLOPE WATER LINE
IN SHALLOW END MAIN
t DRAIN
LONGITUDINAL POOL SECTION
N.T.S.
TO SERVICE
48' MIN.
8' JUNCT.
MIN ,--� BOX
r \POOL
DECK
n
FILTER
tl
TC
L_
" - 12V TRANS.
- 3- 12 IN 1/2 COND.
1' NON - CORROSIVE
COND.
- I' WATT LIGHT IN POOL AREA GROUND
W/ LOW WATER ALL BOXES, RAILS, LIGHT,
CUT OFF DEVICE MOTOR, ECT. W/ #8 WIRE
ELECTRICAL DIAGRAM
GENERAL NOTES
PUMP W/
HAIR fi LINT
STRAINER
5
Cryi
MANUAL STARTER SWITCH
SPST TOGGLE
SWITCH
NOTE'
PUMP —
MOTOR
ALL ELECTRICAL
SHALL CONFORM
W/ ART. 680 N.E.C.
MIN 4' FENCE WITH SELF - LOCKING GATES REQ.
AROUND ALL UNSREENED POOLS.
12. WHERE POOLS ABUT OR ARE PLACED NEARBY
SEA WALLS OR BULKHEADS, SPECIAL CARE
SHALL BE EMPLOYED. THE WALLS SHALL BE IN
GOOD CONDITION NUT PERMITTING ANY SHIFTING
OR REMOVAL OR LOOSENING OF THE SUPPOR-
TING 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 SEA-
WALL TIEBACKS SHALL NOT BE CUT. NOTIFY
THE ENGINEER FOR INSTRUCTIONS, WHEN CONC.
DEADMEN FALL WITHIN THE EXCAVATION.
13. THE CONTRATOR SHALL BACKFILL THE POOL SHELL
WITH CAUTION. THE PLUMBING SHALL NOT BE DIS-
TURBED. BACKFILL SALL BE ACCOMPLISHED VITH
CLEAN SANDS FREE OF ANY 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 HTE TYPICAL
WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS.
15. WARNING' REPAIRS EMPTY POOL AFTER CONSTRUCTION,
FOR P UPLIFT PRESSURES OTHER REASON THE P HYDRO-
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 DES-
IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE
CONTRACTOR TO ANOTHER 'dITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER.
1 1.
2 - #3 CONT.
COPING
TILE
WATER LINE
6'
MIN VERTICAL
' -3' SHALLOW END
3' -0' DEEP END
APPROVED
FINISH
6' MIN.
SIZE & DEPTH
CAPACITY
PERIMETER
PUMP
FILTER
TILE
TYPE OF PATIO
EXIT RAILINGS
HYDROSTATIC
VALVE 1 1/2'
COPING
TURNOVER
4' CONC DECK W/ SLIP
SISTANT TOPPING
(W • X 6- W1.4 X W1.4 W F)
UN L PACTED FILL WI ALL ' ANIC MATERIA
REMOVE' ( SEE GENF AL NOTES)
SLO
.x
'a
L#°
�1 ,
NSA le
#3 AT JO' O.C.
E.`d. BOTT. CENTERED
8' CONC. F TG
1/ 1 #5 CONT.
TYPICAL WALL SECTION
N.T.S.
WELL POINT
THREADED PVC
PIPE
REMOVE GRATE AND WELL POINT
VALVE FROM MAIN DRAIN, AND
ATTACH AUXILLIARY PUMP LINE
WHEN EMPTYING.
WELL POINT DETAIL
-- 2' COVER (CENTER)
TOP & 6' BOTTOM
� W/ #3 AT /O' O.C.
EACH WAY.
f/ STEEL TEX FORM,
/ KRAFTBOARD OR EQUIV.
( FOR DEPTHS TO 6' -0' )
ANTI - VORTEX GRATE
TO BE FASTENED WITH
SCREWS
3/4' ROCK BED
( MIN. 3 YDS.
ROCK TO STABILIZE
SOIL.)
N.T.S,
POOL DATA & EQUIPMENT
/ /1.7r 2 sPF3o.4-
G• / %v N.r K44 s%-
vv �-
12 HOURS ( MAXIMUM ) ¢ //,<
INTERLOCKING °RICK
PATIO SET IN $ANO
ON C0)PACTE0 PILL.
PATIO DETAIL
Ulf uii - ' u�a
N. T. s.
:t ;4 ', 4 7' /, /
• /6 2/4 1, 1 7- AA /1 _
W /or /.t' % c,-,lreg‹
/N pAAAVG
ELEVATION OF DECK IN RELATION TO HOUSE'
/Y. eAti
710;74_
TILE -
(TYP)
SWIMCUT DETAIL
.57- T4es:4✓ 1:// /V
�1
POOL OWNER
SOIL STATEMENT
ON SITE INSPECTION INDICATES SAND AND ROCK WITH
A BEARING CAPACITY OF 2000 PSF. THE CONTRACTOR
SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER
CONDITIONS ARE ENCOUNTERED,
HYDRAULIC UPLIFT COMPUTATIONS
USE MIN, 6' THICK CONCRETE FLOOR SLAB
Lv�7" 7 AMP° "MI FY/For 7 'sp Lvr l
,.LvGk d/ '146/ /fi/ &' par. ap A )
aAfifal Y0 W444,
NOTE' PRII]R TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION j0
THESE DRAWINGS SHOVING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS —BUILT CONFIGURATION IF
DIFFERENT FROM THESE DRAWINGS.
FLOOD CREST ELV. FOR AREA = MSL
TOP OF POOL ELV. = t '? 7�' MSL
BOTTOM OF POOL ELV. *' t /• 76 MSL
HYDRAULIC HEAD =
ALLOWANCE HYDROSTATIC VALVE _ - 2.0'
NET HYDRAULIC HEAD = virAr - -
12'12 . 18'
DETAIL OF STEPS
DATE
THE LOCATION POINTS, DIMENSIONS, AND CONSTRUCTION ITEMS HAVE BEEN
DISCUSSED WITH ME AN)) I APPROVE OF THEN AS INDICATED ON THE
ENGINEERED PLANS. EVERYTHING DISCUSSED BY THE CONTRACTOR AND THE
POOL OWNER IS SHOWN UN THE PLANS) AND THERE ARE NO VERBAL AGREEMENTS
IT IS UNDERSTOOD THAT ANY CONDITIONS. OR CHANGES WILL NECESSITATE
AN EXTRA CHARGE.
N.T.S.
nth pSittni
`AJG 1 1995
arrammrawaraMil
A. YEKTA KAVASOGLU
STATE OF FLORIDA #41310
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