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TH
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VILLAGE cou NC It
PREUMI A#
REMARKS:
YA I ��E4 3� $ TEb Alkfttght(9
111\16 * .
tV'UST Ct E 1t�T�
A. +' w F as �1 •' �UfB _ . ��1 s, +.
° ' Tf +'#TD4 ""ti 0' £ .A . DCPTEO
CAMPL1f1N will X04 4 F # 101 Q4"
BY : MIAMI SHORE YILJJ � Q}' E E C F T B I &
SUB cO' UiRA aTOR .A
INS REGUl1111O11S, WHETHER o MOT S IFIC Y INDICWTED HEREIN .
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5582 N.W. 7th STREET, SUITE 202
MIAMI, FLORIDA 33126
TELEPHONE; (305) 264 -2660
FAX (305) 264 -0229
72
Noua ffittruttioro t
LAND SURVEYORS
• • •/o5,2
.6 re-a /
46
/8.90
K- X X - K -- X- - K -X
BOUNDARY SURVEY Scale 1" -
LOT //
eCoc,C -.Sly
a4
T� 39 O/ '
,G = //4
( ? 6 " 42
SURVEY NO. 0 2 - a/o-
SHEET NO. OF -2
3.
P.
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-
r N.W. 71F1 STREET, SITE 202
M, FLORIDA 33126
PHONE: (306) 2642880
(305) 2640229
WN BY: 7 Z
Survey of Lot: 1 Block: 58
Subdivision: MIAMI SHORES SECTION NO 3
According to the Plat thereof as recorded in the Plat Book No. 10
at Page No. 37 of the public records of MIAMI -DADE County, Florida.
Property Address: 546 NE 92 ST, MIAMI SHORES, FL 33138
For: MARIO FLOTA
A • ARC.
NC • AIR CONDITIONER PAD.
AE. • ANCHOR EASEMENT.
AIR • ALUMINUM ROOF.
NS • ALUMINUM SHED.
ASPH. • ASPHALT.
B.C. • BLOCK CORNER
BLDG. • BUILDING.
B.M. • BENCH MARK
B.O.B. • BASIS OF BEARINGS.
C. • CALCULATED.
C.B. • CATCH BASIN.
C.8.9. • CONCRETE BLOCK
STRUCTURE.
CBW • CONCRETE BLOCK WALL
CH. • CHORD DISTANCE.
CH. B.. CHORD BEARING.
CL • CLEAR
C.LF, • CHAIN UNK FENCE.
C.M.E. • CANAL MAINTENANCE
EASEMENT.
CONC. • CONCRETE.
C.P. • CONC. PORCH.
C.S. • CONCRETE SLAB.
0.E. • DRAINAGE EASEMENT
D.M.E. • DRAINAGE MAINTENANCE
EASEMENT.
DRIVE. • DRIVEWAY.
o • DEGREES.
E. • EAST.
E.T.P.. ELECTRIC TRANSFORMER
PAD.
ELEV. • ELEVATION.
ENCR. • ENCROACHMENT.
F.H. • FIRE HYDRANT.
F.I.P. • FOUND IRON PIPE
F.I.R. • FOUNO IRON ROO.
F.F.E. • FINISHED FLOOR
ELEVATION.
N ova LAND 3tlRV� ..�?RS
LOCATION SKETCH Seale 1• = AArs.
W
L !
, (
,„s ,617 13 n rorlrrr3ct�
T ° ti
t e r • • 1 • , - • . Siff? 60
- NF•
ABBREVIATIONS ANO MEANING •
F.N.D. • FOUND NAIL & DISK
FR.. FRAME.
FT.. FEET.
FNIP. • FEDERAL NATIONAL
INSURANCE PROGRAM.
F.N. • FOUND NAIL
H. • HIGH (HEIGHT).
IN. & ED. • INGRESS ANO EGRESS
EASEMENT.
LP. • UGHT POLE
LF.E. • LOWEST FLOOR
ELEVATION.
LM.E. • LAKE MAINTENANCE
EASEMENT.
' • MINUTES.
M. • MEASURED DISTANCE.
MON. • MONUMENT.
MNH. • MANHOLE
MIL • MONUMENT UNE.
N.A.P. • NOT A PART OF.
NGVD. NATIONAL GEODETIC
VERTICAL DATUM.
N.. NORTH.
N.T.S. • NOT TO SCALE.
• • NO. • NUMBER.
O3. • OFFSET.
OH.. OVERHEAD.
0.111.• OVERHEAD UTIUTY UNES
OVH.. OVERHANG.
0.0.6. • OFFICIAL RECORD BOOK
PVMT. • PAVEMENT.
PL . PLANTER
P/1. • PROPERTY UNE
P.C.C. • POINT OF COMPOUNO
CURVE.
P.C. • POINT OF CURVE.
PT.. POINT OF TANGENCY.
POO. • POINT OF COMMENCEMENT
POB. • POINT OF BEGINNING.
.1 !_J .3
1
/0 ,'Oi/ •/ 2JX�
N L •
P.R.C. • POINT OF REVERSE
CURVE.
PROP. 000. • PROPERTY
CORNER.
P.B. • PLAT BOOK
P3. • PAGE.
PWY • PARKWAY,
PRM • PERMANENT REFERENCE
MONUMENT.
P.LS. • PROFESSIONAL LANG
SURVEYOR.
R. • RECORDED DISTANCE.
RR. • RAILROAD.
RES. • RESIOENCE.
RNV. • RIGHT.0 .WAY.
RAO. • RADIU$ 0R RADIAL
R.P. • RADIUS POINT.
RGE. • RANGE.
SEC. • SECTION.
STY. • STORY,
SWK • SIOEWALK.
9.1.P. • SET IRON PIPE L8. 18044
9. • SOUTH.
9.N.0. • SET NAIL; & DISK L1318044.
SP. • SCREENED PORCH.
•
SECONOS.
T. • TANGENT.
TVYP. • TOWNSHIP.
U.E. • UTIUTY EASEMENT.
UT1L • UTIUTY,
U.P. • UTIUTY POLE.
W.M. . WATER METER.
W.F. • W000 FENCE.
W.S. • w000 SUED.
A • CENTRAL ANGLE.
W. • WEST.
1 . CENTER UNE
• ANGLE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY):
EAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE REQOR0E0
INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SIJOJECT TO DEDICATIONS.
LAArtAPONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORO. LEGAL DESCRIPTIONS
PROVIDED SY CUFNT OR ATTESTING TITLE COMPANY.
BOUNDARY SURVEY MEANS A DRAWING ANOOR A GRAPHIC REPRESENTATION Of THE SURVEY WORK
PERFORME0 IN THE HEM COULD SE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE.
EASEMENTS AS SHOWNARE PEA PLAT BOOB. UNLESS OTHERW)S¢ SHOWN.
me TERM *ENCROACHMENT MEANS V13iBLE AND ABOVE GROL,INO FJICAQACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS ANO SETBACKS ANO THEY WILL
BE RESPONSIBLE OF SuBMITTING PLOT PLANS WITH THE CORRECT INFORMATION F001 THEIR
NOTED, THIS THIS AUTHORIZATION TO
ATTEMPTEO OCATE FOOT ANOIOR UNLESS
AT 01lS. THEFi1MSE
FENCE OWNERSHIP NOT DETERMINED.
HEREON. TH8 CE�RTIFICATTE BEEN 0E3 NO EXTEND TO ANY PARTY:
ENTITES NAMED
THE FN1P FL000 MAPS HAVE DESIGNATED THE HEREIN OESCRIBE0 LAND TO BE
:1#....7 L I_1y•as
l
1 // I a /3l 14 i a /ti's r!
- .1 «, so�
92 N O
.91sr
ST J1 01
0.00
SURVEYORS'S NOTES: 1). IF SHOWN, BEARINGS ARE
REFERRED TO AN ASSUMED MERIOIAN,,BY SAID PLAT
IN THE DESCRIPTION OF THE PROPERTY. IF NOT,
THEN BEARINGS ARE REFERRED TO COUNTY
TOWNSHIP MAPS.
2). IF SHOWN, ELEVATIONS ARE REFERREO TO !Z coovr .
B.M.• , ` Y ' 6(7•` p • ELEV.
OF N. .V. D. OF 1929 1'1E. �6 iT ,evE
3). THIS 19 A SPECIF PURPOSE SURVEY.
4). THE CLOSURE IN 1H8 BOUNDARY SURVEY IS
ABOVE 1:7500 FT.
1 HEREBY CERTIFY: THAT THIS *BOUNDARY SURVEY'
OF THE PROPERTY DESCRIBED HEREON, AS
RECENTLY SURVEYED AND DRAWN UNDER MY
SUPERVISION, COMPUES WITH THE MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY
TI-18 FLORIDA BOARO OF PROFESSIONAL LANG
SURVEYORS IN CHAPTER 61311.6, FLORIDA
AOMINISTRATIVE CODE PURSUANT
TO 472.027, FLORIDA STATUTES.
REVISE0ON
SURVEY No. 2- 0001034
SHEET NO. / OF
Date: 01/28/2002
Situated in Zone: X Community /Panel /Suffix: 120652- 0093 -J
Date of Firm: 07/17/1995 Base Flood Elevation:
Certified to: MARIO FLOTA
•
LEGEND TYPICAL.
WOOD FENCE.
CHAIN LINK FENCE.
C.B.S. WALL (C.B.W.)
EXISTING ELEVATIONS.
PROPOSED ELEVATIONS.
ae IBARFIA (CATE OF 01 LD R .
PROFE L LANO SURVEYOR NO.
STATE OF FLORIOA (VAUO COPIES OF THIS SU WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR).
REVISED ON ( °- ` 9 " ° `
1
FLOTATION ANALYSIS
WATER LEVEL ELEVATION
Gi,`: (1 - uv , )
POOL DEPTH
5.-0
LOW POINT POOL LEVEL
1 .5
FLOOD CRITERIA
5.0
F.G. DEPTH LEVEL
3.5
LESS HYDROvERTICAL
'Z .
IYDROSTATIC UPLIFT
1 .5 (A44S)
NOTE I
WALL THICKNESS
T oP
L3OTTOI
PLACED CONCRETE
6'
8'
G{O0 �l
POOL 1
TOP
130TTO11
BOOR THICK-1555
PLACED CONCRETE
• '
a'
GUNITE
C 6'
a'
POOL DATA 4 Haupt-1E1—u'
SIZE 4 DEPTH
V/41,E0; ,
31'
CAPACITY
(2 d 00
PERIMETER/AREf'
G{O0 �l
POOL 1
PUi E
SPA "--
FIL TER >IE
c'/-r21 0(•' \
TILE
Gt-1 v (c 0-
TYPE OF PATIO
6i.1 r' Aff- h1 srava p4v',.5
EXIT RAILINGS
..----•
COPING
°"�
TlIrdlOVER
POOL i, "10&5PA
.--
•••
tr,
c4
GENERAL NOTES
1- ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE
A 26 DAY MINIMUM COMPRES3IvE ST RE1161TI OF 2500 PSI.
2- ALL REINFORCING STEEL To Cot a oRt 1 TO ASTM 615 GRADE 60.
3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING rl°,F APPROVAL
EXCEPT MAIN DRAIN TO BE SCHEDULE 00 PVC.
4- FILTER BACIQUASI -i °HALL C01`1PLY WITH CHAPTER 50 OF TIME SFBG.
5- No POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT
CLEAN SANDS OR ROCK WHICH SHALL BE CG4lPACTED TO PROVIDE
A 9AFH BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR
OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION
SHALL BE REMOVED (D1MUCKED) IN THEIR ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12'
THICK LAYERS. WHERE TLIE CONTRACTOR CAN NOT REMOVE THE ORGANICS
DUE TO WFIATEvt~R CAUSED, THE POOL SHALL BE REDESIGN FOR PILING.
6- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO
PROTECT EXISTING STRUCTt1RE9 FROt - 1 FAILURE BY SHORING, UNDERPINNING
OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES
NO RESPONSABILITY FOR THE 9AJ~ETY OF EXISTING JTr- iICTURE.
1- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL_
CONSTRUCTION IN EASEi1ENTS OR REQUIRED SETBACK AREAS. PLOT PLANS
NOT PREPARED FROM LEGAL. SURVEYS OF THE EXISTING LOT AND RESIDENCE
ARE 50 INDICATED. POOL CONTRACTOR SIIALL VERIFY ALL DFIMENSIoN3
IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR
AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
CONTRACTOR 3TIALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIt CLEARENCE DIMENSIONS SHALL BE FIELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A
DISTANCE OF 15 FEET FROM OvERLEAD ELECTRIC LINES TO OPEN POOL
WATER AND 10 FEET FROL`1 UNDERGROUND ELECTRIC LINES.
9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITi I L_ATE3T EDITION
OF CONSUMER PRODUGT9 SAFETY COt II1ISSION, WO
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED ARO( ALL POOLS IN
UN3CREENED AREA&
11 -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS - )Q BULKHEAD
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL_ BE IN GOOD
CONDITIONS NOT PERT`11TTIt•k:, ANY SHIFTING OR REMOVAL_ OR LoO3ENIr16
cF THE SUPPORTING SOIL AWAY FROM THE POOL. IF TI IE WALLS DO No r
FULLY CONTAIN THE BOILS BEHIND THEi1, TIIEY SHALL BE REPLACED OR
REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED OF THE
PROPERTY our WHEN EXCAVATING FOR THE Pool_, T; IE SEAWALL
TIEBACKS SIIALL Nor BE GUT. WHERE CONCRETE DEADMEN FALL WITHIN
THE EXCAVATION, NOTIFY THE EPIGINEER FOR INSTRUCTIONS.
12•• TLIE CONTRACTOR SIIALL BACKFILL THE POOL SHELL WITH CAUTION. TILE
PLUMBING" SHALL HOT BE DISTURBED. BACKFILL SNAIL 3E ACCOMPLISHED
WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED
IN 12' THiCK LAYERS.. LAYER SHALL BE COMPACTED TO 90 OF
THE SOILS MAXIt`ilThl DE BY TAMPING SOLIDLY. SOIt.9 BELOW THE
PATIO SHALL BE PLACED IN A SIMILAR MANNER
13-WHERE PATIOS ARE IriDICATED`BY OTHERS. THE I ATIq DESIN ; i;IOTES
atiothq ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE R'f OTHERS.
14- uiAR1`IINGr TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES F!ENEATtI THE
POOL MUST BE ELIMINATED TO PREvENT THE POOL FROM FLO4'TING
UPWARD. THE OUNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED N ELIL'1INATiNG UPLIFT PRESSURES.
15 THIS PLAN3 NV THE PROPERTY OF THE DESIGN ENGINEER IT 13
NOT TRANeFEr ABLE FROrt ONE CONTRACTOR TO ANOTHER WITHOUT THE
WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF
OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED
IN COMPLIANCE WITH THE "'FBC AND ALL APPLICABLE LOCAL CODES
AND REGULATIONS.
16-TEMPERATURE OF SPA WATER SHALL BE SET 30 THE MAXIMUM WATER
TEMPERATURE 102 F.
4'-1s
JUNCTION
BOX
WATER
LEVEL
r COPING
10' -0' MINIMUM
20' -0' MAXIMUM
T RAri' FO RI R
" 10 (CU)- 3/4' C,
GFI AND WP.
RECEPTACLE
"12 (CU)- I/2' G
POOL PUMP
• 10 (CU)- 3/4' C NON
CORROSIVE CONDUIT
"3 BARS EACH WAY
"12 (CU)- 1 /2' C --
POOL LIGHT
SltIITGIi /
— MI.:CT(ON BOX
A1' f) PUMP SWITCH OVE FFL
" I? (CU)- C
(o)
TINE CLOCK
300 WATTS 12 VOLTS REMOVABLE
UNDER WATER NiCHE LIGHT
ELEC1 DIAGRAM
PANEL
ELECTRICAL NOTESt
1- ALL ELECTRIC WIRING SHALL BE IN .ACCORDANCE WITH NEC -NFPA -
10- 1993 -600 l 250.
2- PROVIDE GROUND WIRE SYSTEMS LOOP WITH 0 6 COOPER WIRE FOR
THE POOL DECK WIRE MESH AND S7RUC1URA ^- L S =C-
NOTE:
WHEN THE F'0(21- 1llA02.. 13'c:LOSER THAN 5' -0' TO
ANY EXIST C5 4T ;RUCT:.'RE, - THAT WALL SHALL OE
REI•FORCE) Wi1I -I ' to ro' OFF CENTER MAXIMUM
EACH WAY AND S' THICK UNDER No ctrc IMST4NCES
ANY WALL 51 -IAL! BE SET CLOSER TI-IAi 1 2' -0' TO ANY
EXISTIN(5. 51 Ri_;G T11WIE.
COP Ii LCs
2'06J
LINE
t
I VENT
DIE
IE
POOL
2
O
3
POOL BOTTOM
WATER LEVEL
't
C OAA r,t�TFQ
'54
POOL
3
rd•
O ��
WALL SECTION
6'
2
vl -
SKIMME DETAiL
/\N I—I O L__. DETAIL
bit ' < / c . )
t'1 It DRAIN (2) Il�
6' WALLS 8' BOTTOM `�oEjAIL 1,JGA=LO -�
PNEUMATICALLY PLACE�� W
CONCRETE WITH " 3 • I`IN
EActi WAY
014 � N / 4 )
51,4 SEC'1
3
- In'oX12'PIPE
DOUIE3LC MAIN D
VARIES (SEE PLAN) p52t tG
COPING
4' COHERE E t --°-
rv''rC�'-9s - t'3s� L°
k13 ikr~ :t I
7 T•
wELL COMPACTED FILL
FOR THICKNESS
SEE NOTE NO
" 3 v 10 EACH
WAY 510E5
" 3 to (0 EACH WAY
6'x6'
CERAMIC TILE
HANDHOLD
19 % TAINLE65 STEEL
TUBE ITH WR1\1KLO -FREE
BEN 5 AND CXRF2OSION
S
REBI TAN "
I' -6' 6cPI1-16
- MAIN DRAM WITH
ANTI- VORTEX GRATE
16 6QJN MIr11r1UM
OPEN AREA
STEEL TEXT FORM
OR KRAFT FORM
(OPTIONAL)
6' (MIN) CONC,
ALL ARO(1ND DRAIN .
SUMP
GRAVEL SU1P
RAIN DETAIL
•
GRADE
B'XI2' CONCRETE THICKENED
EDGE WITH 1 • 5 CONTINUOUS
PROVIDE DIFFERENT
COLOR TILE AT I -g ,
SWIMOUT EDG
UJATER LEVE
FILTER
I a�T
1 "P
c
1
v fa
. 1LETUR
LIN
s� J L
a j
. %I : v
t\4 PiP I iN D i AGF 4M
• • • •
• • • • •
•
•
••••
•
•
•
.• •
SWiMOUT DETAIL
••• •
•
•
•
•
• • • •
s •
2
•
•
2'0
r
1 (j
AiR RELIEF
VALVE
�► 2 * v � r,2'
WASTE LINE
PUMP VJITII
HAIR t LINT
CATCHER ,
Conk' "N- ILEI'�F•
-r T' P v I~ W A '-'.•
COPING
V
l' v 5 `• I
--
.sr
ANTI- VORTEX
MAIN DRAIN
la' J2'
1
1 11
(c)
root lSO rTOf1 -
'ONGRETE SLAB
uljT • 3 ' Its I `
EACH
- - -'I DL'.GK
!
i iTTI {
(0) fW.:: I'Ci5IIt rV9t Cc UUrotv1
( \- 2' rrtatl nIj 1A11rorvt tt1t%crt 1 t1611r
?e) co(flrtASil11i rILC /1r rmSc
to • • • •
• • •
• • • •
- • •
• •
• • •
I V
• •
• •
• • • •
•• •
• • • •
•
•• •• �
/4 I
•
•
18'-(4*
WATER LEVEL 1
GRAVE!
I HYDRO VALVE
TYPICAL POOL SECTION
0011- STATEMENT:
SOIL CONDITION AT erns 13Y VISUAL• iNSPECTION INDICATES AN
ALLOW/4E3LN iMARINO CAPACITY OP 2000 P IP ANY
OTHOIR THAN UNDISTURISOI'7 BAND ANC7 /OK2 ROCK iS POUNC7, THIS
OWNER OR CONTAACTOM MUOT CONTACT THIS OFPiCIE FOF2 POOL'
r;1616N 1:111Y(aFON
ALAIt I NOTE
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS
FROM 111E I{OME'1 TILL' POOL SIIALL BE EQUIPPED WiTIi
AN EXIT ALARM COMPLYING WI111 UL 2017 THAT IiAS A MINIMUM
SOUND PRESURE RATING OF 85 DI) A AT 10' AND IS EITIIER HARDWIRE
OR OF HE PLUG -IN TYPE. THE EXiT ALARM SIIALL PRODUCE A
CONTINUOS AUDiBLE WARNING WIIEN TILE D0011 ANi) iTS SCREEN ARE
OPENED, THE ALARM SIIALL SOUND INMEDIATELLY AFTER THE DOOR
IS OPENED AND BE CAPABLE OF BEING HEARD TI IROUGOUT THE
HOUSE DURING NORMAL HOUSEHOLD AC•f1ViTIES. TI1E ALARM SIIALL
13E EQUIPPED WI'fII A MANUAL MEANS TO TEMPORARILY DEACTIVATE
Ti ALARM FOR A SINGLE OPENING, SUCH DEACTIVATION SIIALL LAST
NO MORE TiTAN 15 SECONDS. TILE DEACTIVATION SWUIL SIIALL, BE
LOCATED AT LEAST 54" (INCITES) ABOVE THE THRESHOLD OF THE
DOOR (424.2.17.1.9 FBC.).
1 1 1
11-04 1 VARIES
er.E PLAN
or
12'X9'X9' SUMP
P -CAST CONC. OR RUST -FR
PIBER5LA86 MAIN DRAIN (2,)
POOL REQUIREMENTS:
SELF- CLOSING/ SELF-LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON- CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
1 /WALL, OWNER MUST REPLACE
I . )". WITH A 4' FENCE ON
OWNER'S PROPERTY
t / . , \FNT WO!
A0'11, (,AA 0
�w�Go N &c
Y's
POOL BOTTOi`i
siA,p ry WARNING SIGN
1.- A PERMANENT 6APETY WARNING 61GN 6HALL BE PROVIDED AT
ALL 6WIMMING POOL AND 6PA AREA6 READILY vI61BLE PROM
THE POOL AREA IN ACCORDANCE WITH APPENDIX AN6M6P•6 -95
2. -TH8 WARNING 61GN, A6 PER ITEM I AUOv2, 6HALL WARN AGAIN6T
6HALLOW WATER DIVING, THE PREVENTION OP DROWNING AND
WALL INCLUDE THE FOLLOWING 6TAtEMENT:
"THERE 16 NO EUE POR ADULT EUPERVI31ON OP eMALL
Cl -ut_c 2EN. IT 16 6TRONGLY RECOMMENDED THAT AT LEA6T ONa
ADULT RENDERING CNLI 6UPERVI6ION BE TRAINED IN ARTIFICIAL
RE6PIRAIION AND /OR CARDIOPULMONARY RE6U6CITATiON (GPFR)
1 4 GI,..F- 2
,- W/ 5 4L% I.OGt4,1.0 ,
1v,41 1v-
AtivvNp
t poQt etc..) P
LW C.1•
t
. 544•
A uL1°S 154
- II I �J
t r
LOT- I , et- I4 . 5r3;
(� !-t 1 A N1 t 'S t t ti 0.
3 ; pis-10
p.3- 1, - PA Qr Ga
W O
DECK•
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