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• • •
• • ••. • •
• •
• • .
• • •••
• ..•
LAND
SURVEYORS
5582 N.W. 7th STREET, SUITE 202
MIAMI. IRIDA 33126
TELEPHONE: (305) 264 -2660
FAX (305) 264 -0229
DRAWN B44
SURVEY No.
SHEET NO.
2- 0014856
OF
• •. • • • • • • • • •
Survey of Lot : West '/2 of Lot 2 an it112��Lpt ,� n. 1ocl�
Subdivision: EL PORTAL
• • • • • . ••• •••
According to the Plat thereof as recorded in the Plat Book No. 9
at Page No. 101 of the public records of MIAMI -DADE County, Florida.
Property Address: 380 NE 91 ST, MIAMI SHORES, FL 33138
For: BRIAN D. WOLSTENHOLME
A•ARC.
NC • AIR CONDITIONER PAD.
A.E. ANCHOR EASEMENT.
NR . 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.B.S.. CONCRETE BLOCK
STRUCTURE.
CBW . CONCRETE BLOCK WALL.
CH. • CHORD DISTANCE.
CH. B.. CHORD BEARING.
CL . CLEAR.
C.LF.. CHAIN LINK FENCE.
C.M.E.. CANAL MAINTENANCE
EASEMENT.
CONC. • CONCRETE.
C.P.. CONC. PORCH.
C.S.. CONCRETE SLAB.
D.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. • FOUND IRON ROD.
F.F.E.. FINISHED FLOOR
ELEVATION.
LOCATION SKETCH . Scale 1" =
ABBREVIATIONS AND MEANING
F.N.D. . FOUND NAIL & DISK
FR. • FRAME.
FT.. FEET.
FNIP. • FEDERAL NATIONAL
INSURANCE PROGRAM.
F.N. FOUND NAIL
H.. HIGH (HEIGHT).
IN. 8 EG. • INGRESS AND EGRESS
EASEMENT.
LP.. UGHT POLE.
LF.E. = LOWEST FLOOR
ELEVATION.
L.M.E.. LAKE MAINTENANCE
EASEMENT.
' ■ MINUTES.
M.. MEASURED DISTANCE.
MON. • MONUMENT.
MM. • 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.
0/S.. OFFSET.
OH.. OVERHEAD.
O.H.L. OVERHEAD UTILITY LINES
OVH. • OVERHANG.
O.R.B. • OFFICIAL RECORD BOOK.
PVMT. PAVEMENT.
PL.. PLANTER.
P/L. • PROPERTY LINE.
P.C.C. • POINT OF COMPOUND
CURVE.
P.C. • POINT OF CURVE.
PT.. POINT OF TANGENCY.
POC.. POINT OF COMMENCEMENT
POB. • POINT OF BEGINNING.
P.R.C.. POINT OF REVERSE
CURVE.
PROP. COR. =PROPERTY
CORNER.
P.B. PLAT BOOK.
PG.. PAGE.
PWY . PARKWAY.
PRM. PERMANENT REFERENCE
MONUMENT.
P.L.S.. PROFESSIONAL LAND
SURVEYOR.
R.. RECORDED DISTANCE.
RR. • RAILROAD.
RES.. RESIDENCE.
R/W.. RIGHT -OF•WAV.
RAD.. RADIUS OR RADIAL.
R.P. RADIUS POINT.
RGE.. RANGE.
SEC.. SECTION.
STY.. STORY.
SWK. • SIDEWALK
S.I.P.. SET IRON PIPE LB. 86044
S. • SOUTH.
S.N.D. • SET NAIL 8 DISK LB.•6044.
SP. • SCREENED PORCH.
. SECONDS. •
T.. TANGENT.
TWP. = TOWNSHIP.
U. E... UTIUTY EASEMENT.
UTIL. • UTIUTY.
U.P.. UTIUTY POLE.
W.M. • WATER METER.
W.F. • WOOD FENCE.
W.S.. WOOD SHED.
o = CENTRAL ANGLE.
W.. WEST.
Y • CENTER LINE.
Z4 . ANGLE.
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY):
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS,
UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS
PROVIDED BY CUENT OR ATTESTING TILE COMPANY.
BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK
PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE.
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
THE TERM 'ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL
BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR •
APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE
NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS.
FENCE OWNERSHIP NOT DETERMINED.
THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED
HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY:
THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE
•
0.00X
0.00
REVISED ON
�O
ti
1'
t9
Situated in Zone: X Community /Panel /Suffix: 120640 - 0093 -J
Date of Firm: 07/17/1995 Base Flood Elevation:
Certified to: BRIAN D. WOLSTENHOLME AND MARIA WOLSTENHOLME
CHICAGO TITLE INSURANCE COMPANY
AM SOUTH BANK, ITS SUCCESSORS AND /OR ASSIGNS
Date: 12/17/2002
ui
fi
r
r
4.
/1
LEGEND TYPICAL
2). IF SHOWN, ELEVATIONS ARE REFERRED TO
3). THIS IS A SPECIFIC PURPOSE SURVEY.
WOOD FENCE.
CHAIN LINK FENCE.
C.B.S. WALL (C.B.W.)
EXISTING ELEVATIONS. '•
PROPOSED ELEVATIONS.
SURVEYORS'S NOTES: 1). IF SHOWN, BEARINGS ARE
REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT
IN THE DESCRIPTION OF THE PROPERTY. IF NOT,
THEN BEARINGS ARE REFERRED TO COUNTY
TOWNSHIP MAPS. •
B.M.• ELEV
OF N.G.V.D. OF 1929.
4). THE CLOSURE IN THE BOUNDARY SURVEY IS
ABOVE 1:7500 FT.
I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY'
OF THE PROPERTY DESCRIBED HEREON, AS
RECENTLY SURVEYED AND DRAWN UNDER MY
SUPERVISION, COMPLIES WITH THE MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS IN CHAPTER 61017.6, FLORIDA
ADMINISTRATIVE CODE PURSUANT
TO 472.1 , FLORIDA STAI TES.
BY: / 1244 -02
0 IBARRA (DATE OF FIE W0Rn.
PROFESSIO L LAND SURVEYOR NO. C
STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR).
REVISED ON
•
• • • •
• • ••• • • •
• •
• •
• ...
14104 ostu 44 . ... a 3Ji
Q9- LAND SURVEYORS
5582 N.W. 7th STREET. SUITE 202
MIAMI. FLORIDA 33126
TELEPHONE; (305) 264.2860
FAX: (306) 284-0229
SURVEY NO.
SHEET NO.
v` —
Z
OF
� • • • • .. •• • • •• • BOUNDA( 1 L $ W '•�Sca'e 11 =
•• • • • •
L O7- 3
$ OC,
5582 N.W. 7th STREET, SUITE 202
MIAMI, FLORIDA 33125
TELEPHONE; (305) 2642680
FAX: (305) 2640229
Niva *txuetpors
LAND SURVEYORS
SURVEY NO.
SHEET NO.
ss.,
/2
.o
I!
•
/0
9
8
9
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•
5582 N.W. 7th STREET, SUITE 202
MIAMI, FLORIDA 33126
TELEPHONE. (305) 264 -2660
FAX (305) 264 -0229
DRAWN BYAA
2- 0014856
9—
SHEET NO ! OF
SURVEY No.
Survey of Lot: West '/2 ofLot 2 and all ofLot 3, in Block 2,
Subdivision: EL PORTAL
According to the Plat thereof as recorded in the Plat Book No. 9
at Page No. 101 of the public records of MIAMI -DADE County, Florida.
Property Address: 380 NE 91 ST, MIAMI SHORES, FL 33138
For: BRIAN D. WOLSTENHOLME
R /SING
z
A =ARC.
A/C = AIR CONDITIONER PAD
A.E. = ANCHOR EASEMENT.
AIR - ALUMINUM ROOF.
A'S - ALUMINUM SHED
ASPH. = ASPHALT
8 C. = BLOCK CORNER.
BLDG = BUILDING.
B.M. = BENCH MARK.
B 0 B. = BASIS OF BEARINGS
C = CALCULATED.
C B = CATCH BASIN
C B S. = CONCRETE BLOCK
STRUCTURE.
CBW = CONCRETE BLOCK WALL
CH. = C)IORD DISTANCE
CH. B. = CHORD BEARING
CL. - CLEAR.
C L.F. = CHAIN UNK FENCE
C M E. - CANAL MAINTENANCE
EASEMENT.
CONC =CONCRETE.
C.P = CONC. PORCH
C S. = CONCRETE SLAB.
D E = DRAINAGE EASEMENT
D. = 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. = FOUND IRON ROD
F F E - FINISHED FLOOR
ELEVATION
7
/7 18
/9
LOCATION SKETCH scale 1" = N7,5
I
SUN
4
3
2/
7
22
ABBREVIATIONS AND MEAN(N1
/ '.
23
F N . = FOUND NAIL & DISK
FR = FRAME
FT =FEET
FM P. = FEDERAL NATIONAL
INSURANCE PROGRAM.
F.N. = FOUND NAIL.
H. = HIGH (HEIGHT)
IN. & EG = INGRESS AND EGRESS
EASEMENT
L.P = LIGHT POLE.
L.F E. = LOWEST FLOOR
ELEVATION
L M E = LAKE MAINTENANCE
EASEMENT
' = MINUTES
M. = MEASURED DISTANCE
MON. = MONUMENT
1VLN. = MANHOLE
M/1_ = MONUMENT LINE
N.A.P = NOT A PART OF
NGV0= NATIONAL GEODETIC
VERTICAL DATUM
N = NORTH
N T S = NOT TO SCALE
- NO = NUMBER
O/S.= OFFSET
OH = OVERHEAD
0 H. L.= OVERHEAD UTILITY LI NES
OVH. = OVERHANG
0 R B = OFFICIAL RECORD BOOK.
PVMT. = PAVEMENT
.
PL. = PLANTER
P/L = PROPERTY LINE
P C C = POINT OF COMPOUND
CURVE
P C = POINT OF CURVE
PT = PONT OF TANGENCY
P050 = POINT OF COMMENCEMENT
POB. = PONT OF BEGINNING
W
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY);
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETEF /MI.NE RECORDED
INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS,
LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIGNS
PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK
PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE A.NO/OR NOT TO SCALE
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
THE TERM'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL
BE RESPONSIBLE OF SUBMITTING PLOT PLANS' WITH THE CORRECT INFORMATION FOR THEIR '
APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS CTHER SE
NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS
FENCE OWNERSHIP NOT DETERMI.N'ED.
THUS PI AN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED
HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY,
THE FN■P FLOOD MAPS HAVE DESIGNATED THE HEREN DESCRIBED LAND TO BE
6"7 .z 12 ,' 7 ; L • 7..P ...
.V
'U
112
/
10
/5
P R . = POINT OF REVERSE
CURVE
PROP COR = PROPERTY
CORNER.
P 3 = PLAT BOCK.
PG = PAGE.
PNVY = PARKWAY.
PRM = PERMANENT REFERENCE
MONUMENT.
P L S. = PROF ESSION,AL LAND
SURVEYOR.
R. = RECORDED DISTANCE
RR. = RAILROAD.
RES. = RESIDENCE.
RW. = RIGHT-OF WAY
RAD. = RADIUS OR RADIAL
R P. = RADIUS PONT
AGE. = RANGE.
SEC = SECTION
STY = STORY.
SWK. = SIDEWALK.
S 1 P. = SET IRON PIPE LB 56044
S = SOUTH
SND = SET NAIL & DISK L356044
SP. = SCREENED PORCH
" =SECONDS •
T. = TANGENT.
TWP. = TOWNSHIP.
U.E. = UTIUTY EASEMENT.
UTIL - UTILITY.
U.P. = UTILITY POLE
W.M = WATER METER
W. F = WOOD FENCE.
W S = WOOD SHED
5 = CENTRAL ANGLE
W = WEST
= CENTER LNE.
- ANGLE
9 r 7 6
IS
777r7 Z
0.00 X
SURVEYORS'S NOTES: 1). IF SHOWN, BEARINGS ARE
REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT
W THE DESCRIPTION OF THE PROPERTY. IF NOT,
THEN BEARINGS ARE REFERRED TO COUNTY
TOWNSHIP MAPS,
2). IF SHOWN, ELEVATIONS ARE REFERRED TO
B Y ELEV
OF N.G V . OF 1929
3) THIS IS A SPECIFIC PURPOSE SURVEY
4) THE CLOSURE IN THE BOUNDARY SURVEY IS
ABOVE 1. 7500 FT
I 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
THE FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS IN CHAPTER 61G17 - FLORIDA
ADMINISTRATIVE CODE PURSUANT
TO 472 : FLORIDA STA' TES
SY. 12'«'c2
O tJ IBARRA (DATE OF FIELD WORK).
PROFESSIONAL LANO SURVEYOR N0 (D
STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR)
94
Situated in 'Lone: X Community /Panel /Suffix: 120640 - 0093 -J
Date of Firm: 07/17/1995 Base Flood Elevation:
Certified to: BRIAN D. WOLSTENHOLME AND MARIA WOLSTENHOLME
CHICAGO TITLE INSURANCE COMPANY
AM SOUTH BANK, ITS SUCCESSORS AND /OR ASSIGNS
Date: 12/17/2002
./,
LEGEND TYPICAL
WOOD FENCE.
CHAIN LINK FENCE.
C B.S. WALL (C B.W )
EXISTING ELEVATIONS.
PROPOSED ELEVATIONS.
REVISED ON '
REVi SE D ON
i 1
(N
()
u
99:
C3)
(1)
113
U
(l)
w
(U
0
0
(D
Lk
I1
0
n
<11
111
n
111
!lam
_
z
ILI
(1)
ILI
ILI
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ILI
j)
-1
_
13
N
L
U)
fir)
r_0
0)
(.0
1Q
C)
(' )
0
0
16' -I'
10' TI-UCK WALL
PEDESTAL SPA
ELEVATED 12'
ABOVE POOL
DECK
-
R.
3' DEEP
14' -5'
HAND
E -1OLDS
(T
STEP
INTO
SPA
#
16'-51
23' -2'
3' DEEP AT SPA
ANTI - VORTEX
DUAL MAIN
DRAINS
14' -5•
4'-6'
DEEP
s�
16.5'
Q
DEEP AT
NTI - VCRTEX
UAL MAIN CR4INa
S +WIi
i:ROYIDE 4
ALARMS N 4
DOORS FROM
BACK, AND G CLOSING LAT
IN ACCCRDA
424,2.11
N,T,S
ROVED FOOL
L WINDOWS AND
FENCE L NE
• TES WITH SELF
N AND SFRINCs
CE UJ/ FBC
•yA 4, y
LAYOUT
SCALE: 1/4" =1' -0"
WiNDOW SCREEN
(T1'P. 2 PLACES.)
STAINLESS STEEL CLAMP
(T1'P. 2 PLACES.)
� vp ?fir 5V
.,, �ir ti 9 t �. 4
r
'/2' PVC TEE
11/2' PVC PIF'E
3' -3'
THE 11/2' ATMOSP HERIC VENT TEE SHALL BE LOCATED NOT LESS THAN
a INCHES, MEASURED FROM TNIE BOTTOM OF THE STRAIG1-4T LEG OF Tl;•
1 TEE, ABOVE THE GROUND LEVEL, POOL DECK, CR MAXIMUM POOL
AFTER LEVEL, WHICHEVER PROVIDES TE =E GREATEST ELEVATION.
14'
4'-10"
4' -2'
..r
North
GROUND LEVEL, POOL
GECK CR MAXIMUM
POOL WATER LEVEL,
1.1.4ICI -;EVER IS GREATER
ATmospoEs)ic VENT. iDETAIL
EXISTING SHED
a' -6'
IT
S?, : <x3;R'F��.� nr!'�"'x�� � w : ;,rf? ;v: �i'-�x���rr4rr -� n
y � :K_,,.::��,.:f� {.i+�f,: S "�T:; is !'. ;f..n.l e:lrll.�l'V 6,.,.%!f- ' ^'�
PUMP
N,T,S
GFCI RECEPTACLE
SHALL BE LOCATED
NOT CLOSER THAN 10
FEET NCR MORE THAN
20 FEET FROM WATER'S
EDGE.
MAXIMUM DISTANCE TO
ATMOSPHERIC VENT TEE
CONNECTION I' -0'
SUCTION PIPING
MAXIMUM UNDER WATER
LENGTH 50 FEET
:DUAL
I' -6' MiNI1
(TTP.)
I—
NEW 6nSF
PAVERS ON
:AND DECK
13'
3' -0' MiNiMUN
NOTE: SPA EXCEPTION
INSTALLATION PROTOCOL
2 -6"-
FOOL
EQUIP,
PAD
RUN PIPING IN 10'
THICK SPA WALL — \
RETURN
TYP, OF 4
SCALE: 1/4" =1' -0"
NOTES:
INSTALLATION PROTOCOL
1 -ALL SUCTION PIPING AND FITTING HALL BE EITHER I1/2', 2' CR 21/2
.
2 -ALL ATMOSPHERIC VENT PIPING AND FITTINGS SHALL BE 11/2'
3- MAXIMUM SUCTION PIPE WATER VELOCITY SIX (6) FEET FER
SECOND,
6 FEET PER SECOND WATER VELOCITY IN 1' /2' PIPE IS 3a GPM,
6 FEET PER 'SECOND WATER VELOCITY IN 2' PIPE i3 63 GPM,
4 -SPA GRATES MAY BE LOCATED ON TWO DIFFERENT DESIGN
PLANES, 1E, ONE ON THE BOTTOM AND ONE ON A VERTICAL SIDE
U ALL, OR T.1)0 'SEPARATE VERTICAL WALL 'S,
5 - TI -4EF1E ARE MULTIPLE PUMPS REPEAT THE PLUMBING
PROTOCOL FCR THE SECOND SYSTEM.
AS1'1E /ANSI 4112 13aM1?a1 GRATES
OR ANTI - VORTEX PLATTERS WITH
MATCHING MAIN GRAIN SUMPS
(TIP. 2 PLACES,)
1 ATMOSPHERIC VENT PIPING
MAXIMUM UNDERWATER LENGTH
OF ATMOSPHERIC VENT
PIPING 30 FEET,
VENT TO ATMOSPHERE IN A
MANNER THAT THE VENT
WILL NOT BE BLOCKED BY
INFESTATION, DEBRIS BUILDUP,
OF MICRO BIOLOGICAL
OONTAMi NAT ION.
LABEL VENT: 'POOL SAFETY DEVICE- DO NOT HANDLE'
SEE ATMOSPI -ERIC VENT DETAIL
'SIN DRYAIN ATMOSi'NERIG VENT. DETAIL
SPA RETURN JET
(TIP. OF 4)
F)IFINCI eL AN
5P4 OVERFLOW
JET (T1'P, OF 2)
3' DEEP AT SPA
ANTI - VORTEX
DUAL MAIN
GRAINS
5' DEEP AT
ANTI - VORTEX
DUAL MAIN GRAINS
North
POOL
EQUIP.
PAD
2' SKIMI - IER LINE
2 MAIN GRAIN LINE
2' VACUUM LINE
I''2' SPA RETURN LINE
2' BLOWER LINE
I SPA OVERFLOW LINE
21/2' MAIN GRAIN LINE
�r
r
I
r
I' RETURN LINE
2
1 1/2" VENT PIPE FROM MAIN DRAIN
LINE TO SAFETY VENT 6' ABOVE
POOL FLOOD LINE, VENT LINE NOT
TO EXCEED 45' IN TOTAL LENGTH,
1 - 1/2' SAFETY
VENT ADJACENT
TO FENCE,
—0
C
LEEND
ANTI - VORTEX MAIN CRAIN ASSEMBLY
2' VACUUM FITTING 1U/ PLUG
TOP LOADING NFS AF'PROVED
SURFACE SKIMMER
1'/2' ADJUSTABLE EYEBALL POOL
RETURN FITTING
11/2' ADJUSTABLE EYEBALL SPA JET FITTING
1 ADJUSTABLE EYEBALL SPA OYE
IJN 12 VOLT FOOL LIGHT FIXTURE.
POOL: 300 WATT - ;- HALOGEN
SPA: 15 UJATT - HALOGEN
GFCI RECEPTACLE SHALL SE LOCATED NOT
CLOSER THAN 10 FEET NCR MORE THAN 20 FEET
FROM WATER'S EDGE,
RESIDENTIAL SWIMMING POOL SAFETY FEATURES:
IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF
COMPLETION, A RESIDENTIAL SWIMMING POOL MUST MEET AT LEAST ONE
OF THE FOLLOWING REQUIREMENT'S RELATED TO POOL SAFETY FEATURES
IN ACCORDANCE WITH FLORIDA BUILDING CODE (FBC) 424.2.11:
A. THE POOL MUST SE ISOLATED FROM ACCESS TO A HOME BY AN
ENCLOSURE THAT MEETS THE FOOL BARRIER REQUIREMENTS OF FL, 5.3,
51523 AND FCS 424,11,1, CR
5, THE POOL MUST SE EQUIF'F'ED WITH AN AF'FROVED AFETY POOL
COVER, OR
C, ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE
HOME TO THE FOOL MUST SE EQUIPPED WITH AN EXIT ALARM THAT HAS A
MINIMUM SOUND PRESSURE RATING OF 55 dB AT A DISTANCE OF 10 FEET,
OR
D. ALL DOORS FROYIDING DIRECT ACCESS FROM TA=E HOME TO THE
POOL MUST SE EQUIPPED WITH A SELF- CLOSING, SELF- LATC1•4iNG DEVICE
WITH RELEASE MEC4-IANISM PLACE NO LOWER THAN 54 INCHES ABOVE TI-4E
FLOOR
�..� 0001 i :1()L11; i►il;iitir:3:
� , � INc a / I-; LOt.l <IN(•
(.SAT ES f�r� � UIF� EI a
ENC :.4' ;i*lr;;- iry/\ (MIN.)
r' AN[) NON -C IM3 3L ;_
WALL, OWNER MU:$ r fiEPLACE
WI rli A 4' FENCE ON
OWNER'S PR(JPEr3 rY
1 -1/2' SAFETY VENT
ADJACENT TO
FENCE,
0
4' HIGH CHAIN LINK
FENCE WITH 'SELF
CLOSING, SL F
LATCI -4ING GATES.
EXIST
DRAIN
FEILD
L \ l
EXIST
SEPTIC
TANK
INSTALLATION NOTES:
NEW 353
PAVERS ON
34ND CECK
-5 -—
INTERLOCKING PERVIOUS
PAVERS ON COMPACTED
2' SAND 545E.
..c.,wrcvuswfwwwaro .
WOLSTEN-4OLME RESIDENCE
005026
POOL AREA: 430 SF
POOL PERM: 55 LF
SPA AREA: 35 �F
GECK AREA: 353 SF
15
0
;, < .0,..., .-0N-:,,
EXIST,
UJATER
LINE
15.00'
1' PARKUJAY
25' - 5 i - 4ED
15' ASPHALT PARKWAY
IT ASPHALT PAVEMENT
91s
SITE 4\
SCALE: I/16' : I' -0'
=r
xaawww:cwww:ow:
5' CONC. SUJK
WEST ''' OF LOT 2 AMD ALL OF LOT 3, iN BLOCK 2, SUBDIVISION EL
PORTAL, ACCORDING TO TI-4E PLAT THEREOF A3 RECORDED iN
PLAT BOCK 3 , AT PAGE 101 OF THE PUBLIC RECORDS CF
MIAMI -DADE COUNTY, FLORIDA
North
EXISTING ASPHALT, CONCRETE, CR SOD SHALL BE REMOVE,
NEW DRIVEWAY, WALKUAY CR CECK S✓_4ALL BE iNTERLOCKING
CONCRETE BRICK PAYER T'TPE ON COMPACTED 34ND 545E.
SUB -545E MATERIAL SI•4LL BE 4' TO 6' OF WELL COMPACTED
CRUSHED LIMEROCK
Asa HOURS etror. QIC sINCA
04H
TOLL FREE
1 -SO0 -432- 4110
SUNSHINE STA`fiE ONE CALL CENTEt
ELCRIE)A
4' TO 6' COMPACTED
I_IMEROCK SUB -BASE,
6' X 6' CONCRETE
SETTING CURB RUN
CONTINUO AROUND
PERMETER
Z.
llllllllllllllllllllllllllllllllllllllllllllilll '�hllllll'�iI'�'; Illliill � '
EXIST.
ELECT.
METER
`EXIST,
ELECT,
PANEL
EXIST,
UNDERGROUND
ELECTRICAL
SERVICE
INI'E;2L000INCz E3RIC< OR
CONCRETE PAVER DETAIL
N,T,S,
Ren, I. Ba Sulto, PE
FED 400
0,%,/01/05
REVISIONS 1 BY
RA
G-•EGKE D
RIB
DATE
05/24/05
SCALE
AS SI.4CWN
JCS NO.
CO5020
"EET
op -
OF 2 I -•PETS
14 /3 SJT -1 11 0
INTEGRAL W/ L
FIXTURE
BULLNOSE COPING
NTS.
SPA POOL
LIGHT LIGHT
-12
SLOPE
NTS.
6' GLAZED CERAMIC
UJATERL INE TILE
RETURN FITTINGS INSTALLED
I' -0' TO 2' -0' BELOW WATER
LEVEL
WHITE MARCIIE POOL
PLASTER WALL AND FLOOR
SURFACE FINI 1-4
SCA 1 "
FINIS�a TO MATC-4
POOL INTERIOR.
LJ
1: MAX.
TILE VISION MARKERS
CONTRASTING IN COLOR.
POOL INTERIOR FINIS1-4
PLACED FLUSI-4 'W/ WALL ON
FACE OF RISER.
SCALE: " =1' -o"
154
SW � ,
2 4'
1
TIMER / TRANSFORMER
COMBO ' NTERM4TIC"
T10004 RT 3 OR EQUAL
(UL LISTED)
IS 4, GPCI
RECEPT.
24'
3 #12 -1 /2 "C
2P
204
L
J
POOL
pump
MOTOR
NN
ANTI - VORTEX MAIN
DRAIN ASSEMBLY -,
HYDROSTATIC/
VALVE
r :)OOL 9 DETAIL
2P
204
AIR
BLOWER
ELEcTRIcAL SCI---P-7:NIAT IC
UJATERL INE OP POOL
C
6UJIMMING FOOL
LCN(TUD1NAL °ROrILE DETAIL.
T � PNEUMATICALLY PLACED
V CONC. WALL IW/ "3 BARS 10' OC.
EACH WAY CENTER STEEL
Fc' = 3000 PSI
31EE1 CLEAIRANC E
FLOOR STEEL SHALL MAINTAIN 3'
CLEAR FROM EARTH SIDE AND 2'
CLEAR FROM TROWELED SUACE.
,' PNEUMATICALLY PLACED
CONC, FLOOR W/ '"3 BARS 10' O.C.
EACH WAY CENTER SIEEL
Fc' = 3000 PSI
TYPICAL UJALL ��r�rIUN
MAXIMUM DEPTH
BELOW WA1ER NOT TO
EXCEED 24',
CENTER STEEL IN WALL.
FOR SPACING SEE TY P.
WALL SECTION.
L
c, -12'"
EXIST. METER
MA N COMBO
200 AMP.
1 L
N.T.S.
- EXIST. 3*$ 2/0
THHN 4 1 '*3(G) IN
2' PVC
N
4'- ,'
12' M4/.
ABOVE UJ.L
5'
4' M
POOL WATERLINE
SCALE: 3 " =1' -0"
WATER PROOF
JUNCTION BOX
METAL PIPE SUPPORT
LEG DRIVEN INTO STABLE
EARTH
NON - CORROSIVE LIGHT
- LOUSING WITH
REPLACEABLE 100 -300
WATT CAPACITY BULB AND
5 FOOT PIGTAIL WIRE WRAP
FOR SERVICING LIGHT ON
SURFACE OF DECK
.3 COPPER GROUND
ANCHORED TO NICHE
BRASS GROUND WIRE
CLAMP ANCHORED TO
WALL SIEEL
CUP
—)
EXIST
1PANEL 1
i "4"
L _J
EXIST. FPL
"` SER`rICE
EXIST. 4 *4 GND.
H - u n
EXIST. 5/3" GROUND
- - L RODS (TYP CP 2, M N
APART)
u,r=.T Nlr'� I� LIGN7
POOL COPING
POOL WATERLINE TILE
RAISED BOND SEAM
NAND 1 -10LD DETAIL
ALL CONDUIT ABOVE
GRADE SHALL BE
RIGID METAL CONDUIT
ONLY
12 VOLT TRANSFORMER
BOX MOUNTED T
UNISTRUT FRAME.
TO SUB -PANEL
-- I' LIGHT CONDUIT
CONNECTED WITH
JUNCTION 50X
-!4/3 SJT W -A
GBL. INS, LU /P
LIGHT CORD IN
I' PVC CONDUIT
— GND. LUG iN
NICHE
0 aCU GND. WIRE
INSULATED
:DETAIL
2' POOL
VACUUM LINE
2' POOL
SKIM1'1ER LINE
2 SPA MAIN
DRAIN LINE
21/2' POOL MAIN
DRAIN LINE
— SQUARE CERAMIC
TILE HANDHOLDS AT 48"
0.C. LOCATED 4S
SI-4OWN ON PLAN
NTS.
PEDESTAL SPA.
NO STEPS INTO SPA)
10' THICK SPA WALL LUIT-4
DOUBLE BULLNCSE 10 10'
COPING, ELEVATED 12' m
ABOVE POOL DECK
POOL
DECK
71 REFER TO = 11-
DRAWINGS FOR ? �
EXACT I OCATIONII
COMBINATION
TIMER
12'
N V—
POOL /SPA PUMP
REFER TO DATA
CHART
2 AIR
BLOWER LINE
3','
�UUL = 1L SYSTEM
E ir-D4-e0 T C OEM AT C.;
ANTI - VORTEX MAIN
DRAIN ASSEMBLY
HY D ROSTATIC
VALVE
pUAL MAIN D .,41N DETAIL
N.T.S.
SCALE: 1 /2'I
FINISH TO %' ~ ` 3 �
MATCH POOL
INTERIOR
10 '
min.
El '
— r r'
1'/2' POOL
RETURN LINE
11/2' SPA
OVERFLOW LINE
1 SPA JET
RETURN LINE
2
SPA COPING TO
MATCI -4 POOL
GLAZED
TILE BAND
SCALE: 1/2
12'
°
STEEL TO RUN CON INT CUSLY
N A!R OF STEP` .. REFER TO
TYPICAL W41;L SECTION OF
SPACING,
AIR
BLOWER
2 , TILED VISION 18'
MARKER EDGES
—CONC.
STEP SP4 14'
SPA BENCH WITH
1 �i,- —iii, EII F.
EII� 1 lull Jl-il _I
1F— l ,_ 1 I I
iTTaT�Ii_ - I
I,� 1) a „ a- ,i - , „-
11:1 1 �I� II
III' I� =r-1' -1'�� TILE VISION MARKERS
I= ' , CONTRASTING iN COLOR POOL
. I I �- Tf= � � i l ,� -�
_7 INIERICR FINISH PLACED FLUSH
jl =17-- - W/ WALL ON FACE OF RISER. ,
G •
•
TILE VISION MASERS CONTRASTING iN
COLOR POOL I. TERICR FINISH PLACED
FLUSH IJJ/ !4QLl N ;ACE OF RISER
12' —/-- 13'
a $
° n
41 4
f— - -
MIN
°
APART
—FOOL FILTER
I.U/ AIR RELIEF
11/2' WASTE LINE
TO LAWN
AQUA RITE
SANITIZER
— MARBLE SILL
SPA SPILLWAY
POOL COPING
10/2'
10 '2 '
10 , 2'
10
32'
TYPICAL_ sr4IR E)ETAIL
12'
SUJIMM
P00L
NG
STEEL TO RUN
CONTINUOUSL
EACI -4 FACE. FOR
SPACING SEE TY P.
WALL SECTION TI-41S
SHEET.
- 4 -
41_T ���
- 11 4 -1 �I' i i l ,
SPA = •
SECTION �
GENERAL NO
UPON VISUAL INSPECTION SITE SOILS REVEAL 4
COMBINATION OF UNDISTURBED SAND AND LIME ROCK 4
PRESUMPTIVE BEARING OF 2000 FSP HAS SEEN UTILIZED
FOR DESIGN PURPOSES.
ALL STEEL .31- -44LL SE ASrM 415 GRADE S0.
ALL CONCRETE -44LL SE PNEUMATICALLY PLACED
(SI- 4OTCRETE 02 GUNITE), MIN MUM COMPRESSION
STRENGTH SHALL SE 3000 PSI IN 28 DAYS.
ALL ELECTRICAL WORK SE -4ALL BE DONE IN STRICT
COMPLIANCE WITH ALL SECTIONS OP ARTICLE X OF THE
NATIONAL ELECTRIC CODE 2002 EDITION,
PROVISIONS POR D RAINING CF POOL IN HIGH GROUND
WATER CONDITIONS S; -4ALL BE TAKEN BY THE
HOMEOWNER, [DRAINING OF THE POOL SHOULD NOT BE
DONE WITI -4OUT THE HELP OP AN EXPERIENCED FOOL
CONSULTANT,
ALL POOL PIPING SHALL BE SCHEDULE 40 PVC NON
THREADED PIPE LUITI -4 SOLVENT WELD JOINTS.
POOL LIGHT ;HALL BE GROUNDED TO COMMON BOND NG
GRID CONSIST NG OP 1 - °8 CONT NUOUS COPPER WIRE
LOOPED AROUND FOOL PERIMETER. LOOP SNALL BE
GROUNDED TO PANEL VI4 FOOL WALL STEEL, DECK
RE NPORC NG, AND PUMP MOTOR CAS N.
SFEC 4_ � OVISIO\
ALL SW MM NG POOLS, SPAS AND HOT TUBS SI -44LL BE
PROVIDED WITH 4 PERMANENT SAFETY WARNING SIGN IN 4
READILY VISIBLE LOCATION FROM THE FOOL AREA.
EACH SAFETY WARNING SIGN SHALL WAR AGAINST
'SHALLOW WATER DIVING PREVENTION OP DROWNING AND
INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO
SUBSTITUTION FOR ADULT SUPERVISION OP SMALL
CI-JILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST
ONE ADULT CHILD SUPERVISION BE TRAINED IN
ARTIFICIAL AND/OR CARDIOPULMONARY RESUSCITATION
(CPR) ".
POOL DATA
POOL AREA
POOL PERIMETER
POOL VOLUME
TURNOVER RATE
POOL PIUMP
SPA AREA
SPA VOLUME
SPA TURNOVER RATE
SPA BLOWER
POOL FILTER
/ UPL IT DATDATA
TOP OP POOL WALL ELEV.
LESS POOL DEPTL4
ELEV. AT MAN DRAIN
COUNTY B4SE FLOOD CRITERIA
DEDUCT MAIN DRAIN ELEV.
FOOL UPL
D 2' ALLOWED FOR USE
CF 2' - HYDROSTATIC >
RELIEF VALVE
SLAB THICKNESS REQ'D.
(&" SLAB FCR RESULTANT
UPLIFT FORCE OF 2.9' OR LESS)
S: (ANSI/NSF' S)
430 SP
S ?L.F.
1291 GAL
2.2 I-4RS
2.0 NP
3S 5F
as GAL.
11 M NUTES
2 4 F
100 SF CARTRIDGE
s.o'
5.0'
3.0'
3.0'
PT FORCE 4.0'
RESULTANT UPLIFT FORCE 2.O'
(
RRn� I, Basulto, PE
PE° 408
0 l01 /05
REVISIONS BY
D RAUAJ
LPB
C4-.ECKFD
RIB
DATE
05/24/05
SCALE
4S SHOWN
JOB NO.
O0502�
G
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• TO THE FOLLOWING CRITERIA.
1 ,4,a_ s _Qt
APPROVED BY: ) ) ceir. NO. 1 4
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