Pool and floor plan•
2 [A_
•
,°7 /::
le % a
,yafer Zeve / --
T -i
] - T _
GENERAL NOTE S
/) For p /on /ayout, ex/en, of s /obs, p /ofp /on,
/ocofror? / s/ ;e of poc /, eu/preenf schelces
,bec,o/ de/o, /s not shown in fh,s sheet, see
,sheet Z.
2) A// sy,mm, y poo•s sho // coru /e
f /errs, urn//s, and bond heoms. Conore'q sha //
h ve v 25 nay cc Fressne 5'en9'hcf
3) 4/1 re,nforc s /ee /, sho // t o n /r, er , esofe
rode deformed bars c/ rea- b, / /e/ s fce/ core•
fo r,oa.,i /o A STM, 4- S/ee/ sha // Ee
ten /, pped ¢ p /aced ;n accordance Ga, /h
A.C. /. s /andards scec,fcai
a; A!/ poo/ p,p,n9 bear the NSF sea/
• 'p rcva/
5) olockmash oho // be fa an , 2,1 , 1 ' ‘ ,.. /000/ suo,,o
nr ,eVNn, area G/ a -ed
, rock.
;.).Crate oi, ma,n dram stia /l have o free Arco
d 1 Ames /he area o/ f /re sub %on /me.
/) D /n?aeeous eor/h sha // have v f /rot /on
rote ncf fo exceed 3 yo / /o„5 Fer a 'ay cei
_y f/ L/ // / /er J /ea
e/ S,hm t/ /en e /e,nents ,rray be re,, f�
C /canna.
▪ /Yo /t, se.rp/ t/'posa/ s be so a•
ran ed hat Pere J no Crost ccnrec f
m,/ v domes /,e a•fer supp /y or wafer dis•
po_ a / sys fern.
• 0/sposo/ o/ oo/ sm/er sha conlrm to
Sect 500$ a/ / Ae !/ Sr C. Sor /ace bra' 9
sho // contne pondna o/ ,boo/ ma /er tp• m,fh
/ci /v:es and such 5ha// ,, f / eers,sf
fr m..re /lam cne hour a/ /er d,schor /e.
i
L,gh/
e /
Tit-, /cAL_
/O '_O H
1
Cxose .N/o,n Oro,n
Z•ee ,r, Concre /e
Grecosf
,v/a, n Or an
TYPICAL POOL SECTION W/ D /!w /N6 BOWL
Well Po / nt
Perforated
14/17/7' morb /e.
5 r / ' ( 7 -
/0'
30 b_am> '1
x . r,'e
CIF _
t ,
( D
rl
TYP /2 4L WALL SECT /G //
Per frrn
or Krotf baora/
Nu /e; Qe7 ^,s gr to and
p/'9 from
0Ux / / / >ry p/rn / /;e .0
p00 /,
WELL PO/ /VT OerA /L
Gre:2 t' >.
5 /0,ce c r /t
Forpoa /s over y -
deems adc/'! cove
6ors / Z "r/ a s
shown
t0 pump
1' rock
Co, %ct / ,,n bsd,
✓a /e 1/ 4 ,7'
yds o f roc /a
V/ so //
for / c z 31ce/,
9,//7/7 e /c.
Seporo% c,rcu,/s % -T e /ecfr /co/ ove/
motor 1 /,9h /s p
„Noma/ .100 /or Sfoifer S,a,fch
SPSr r -f y I S — Punp ,leefcr
June /,art Box IOL ( y dsconneei r
! /n precast bax.
C '/Z ,n sre G'i'C , .5ch 10 h, • /,npoc f
,n p.'/ area, y -xnY a// bores, /,9ht,
molar, eV'e v / °ft fair
ELFCr2 /CAL D /,4G,P4M
Nc Poo/ pump meter /oca/ea' ,n precos/
concrete box m /corer abcve yrode.
Nc/e : AU ; %oo /p,o,ng PVC.
FOUL A /7(; D /AGEANl
MA5 TE P DETA/: SNEET
p0P_
190
fT, LAUDERDALE
Pilfer �/rec007' ` /Ck-v,0
; 2/a
o06
PL OQ /[ ,
STAN WEE,eS 4550C.
„'o,, 3/6 of /aml EA/Li /NEE<C F;O.
-
\
111
•
'4J
r:( , ,
: r�
d Jr / ,o
1 P' -
" /
�2 Screeo
Jim.,
%
N ,
Ce. s. /ees.
N
75'
tic. �9 5r"
PGOT PGA/1
/" = 30'
POOL
i _
SIZE /5' x yo' DEPTH 3'
VOLUME /? 800 Ga /$ .
ELEVATION (BEAM TOP) O' D" re/W s /16
TILE o "'% %.'' / �''Q Loa. et
COPING /''//sh
POOL FINISH ,ti1 /«riwie
PIPING A// rcb, 40
INLET' (S) le) /rvo
DECKS gy , aacc SO. f r.
DASH OR OVERPOUR 50. Fr.
SCREEN FOOTER dy Q,,Jr& UN. Fr.
EXCAVATION DISPOSAL gat,/ 9'/ ,by ,Pic -'�"'
LIGHTING 400 n( mar /Ple �.±�
GRAB RAILS N C/C
HANDRAIL C/C Oreco s / / 5/5
DIVING BOARD - __ ..
PUMP INCLOSURE C/C Irecas/ A*/cover
13 A P / //,‘ Jocvj /
FILTER' -- , PACE VACUUM DIATOMACEOUS EARTH
WASTE DISPOSAL • /0 spri ",e /te s /sfe.�r , ' ri N V
ELECTRIC L y 0/AG'% Fr 6t.T't 8 c
HEATER
!9 a 6i ti 1 N .
807 N 8TH AVE,. Fr. LAUDERDALE. FLA.
SWIMMING POOL PLANS FOR
MR 4,f es. ,e. Nro, €'
a33 N. f. y� 4 S7`
Al/ 4,n/ P ' Pi-5 a le
LEGAL DESCRIPTION
Lo/ . /7 5. % /
Co/ /n , 8 'c/ /6
/Wi4ij7 57/ores Sewfr9.' 5
JOB NO.
, t j
,_ 97
DATE
1-13-67
DRAWN 3Y
L e
APP. 31(
SALES A ?P.
/t 5 ' o '
- f
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8 "x 8" Cm r/
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4
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r
mg, plumbing, el ctrical and ;eon4nd
i.niea Village. The t rc�ait s. :L >r.4 boiici r are:
!knowledge of all b1 ;..lclirtg r =.,;�;ai..2it',,:x
ecificalty indicated herein. fi. °9 e •
•3.rn ng, plumbing, , :1 :ctrl al wi: ` „
.•..t b ct�ceal�eti is *re. in3 ;iection.
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"ea", TN' LiNB OG .5�2 OF 3/I vs•
A' N. g7./ ,S'dV 1:,/ Fi - 5.4
N, /Oa try S"?.
J. Bennett
n 81 erect Engineer 445
Registered Surveyor #46
STATE O? FLORIDA.
SKETCH OF' SURVEY
Lot 11 and the East half of Lot 16, Moak 169, MIAMI SHORES SECTION 8,
a000rding to the plat thereof recorded in Plat Book 14 at Page 33i
of the Publio Records of Dade County, Florida.
For
Julius Gaines and T. Donovan
BI CAYNE ENGINEERING COMPANY Jura lat
Civil Engineers , 1953•
Maud Florida doalea shown
WE HEREBY CERTIFYs That the attaohed "SKETCH OF SURVEY" of the above property is true and oorreot to the beat of our knowledge and
belief as reoently surveyed and platted under ourdireotion; also that
there are no enbroaoraente unless Brown thereon.
BISCAYNE ENGINEERING COMPANY
N
z o?
J
si CI.
fling, plurnbid dsiectric
Lore$ Vitt
knowte
70ecifcally in
,rain
S�P:urn
''4!lt.t.rvrYt
iaer !
zotNir' c
t�d�s
41d sle
ng regulations wlaeilier
nforCe s;
E Z`fro ®f d f1t i,
.. .PERMIT_ NQ,
P/r
o ,e ;e J �J
Ad-e% r r" . 5 r i t
STAN WEZKS & ASAOCI .kt ES, INC.
ENGINE1R5
3061 N.W. 7th ST.- MIAMI 35, FLORIDA
...EX WPM* 11011504M.A11
aN
ABBREVIATIONS:
W 1/2
RLS = REGISTERED LAND SURVEYOR
PRM = PERMANENT REFERENCE MONUMENT
0 = DEGREE
0' = MINUTE OR FEET
0' = SECONO OR INCH
CL = CLEAR
0/E = OVERHEAD ELECTRIC
N = NORTH
S = SOUTH
E • EAST
W = WEST
CBS = CONCRETE, BLOCK, STUCCO
CONC = CONCRETE
STY = STORY
NO. = NUMBER
BLDG. = BUILDING
R = RADIUS
A = ARCH
D = DELTA
P08 = POINT OF BEGINNING
POC POINT OF COMMENCE
W = WITH
FND = FOUND
ELEV = ELEVATION
ELECT = ELECTRIC
SEC = SECTION
TWP = TOWNSHIP
RG RANGE
MH = MANHOLE
CB = CATCH BASIN
MEAS = MEASURED
PB = PLAT 800K
P = PAGE
DIP = DUCTILE IRON PIPE
REG = REGULAR
STA = STATION
TOP = TOP OF PIPE
WLP = WOOD LIGHT POLE
MP = METAL POLE
CP = CONCRETE POST
R/W = RIGHT OF WAY
SHT • SHEET
FPL = FLORIDA POWER AND LIGHT
RAD = RADIUS
N/D = NAIL AND DISC
HYD = HYDRANT
PRC = POINT Of REVERSE CURVATURE
PCC = POINT OF COMPOUND CURVATURE
PC = POINT OF CURVATURE
PT = POINT OF TERMINATION
PI - POINT OF INTERSECTION
WM = WATER METER
WV = WATER VALVE
AP = FOUND IRON PIPE
SS = SANITARY SEWER
CLF = CHAIN UNK FENCE
BWF = BARB MARE FENCE
WF = -W000 FENCE
LVF - CBS LOUVRE FENCE
M3cR = MEASURED AND RECORD
ENCR = ENCROACHMENT
PLS = PROFESSIONAL LAND SURVEYOR
PSM = PROFESSIONAL SURVEYOR AND MAPPER
NO ID. = NO IDENTIFICATION NUMBER
LOT 18
FD 1/2' I.PIN
NO I.D.
FENCE ' I
CLEAR 0.30'
2
0j
(0
N
co
5' CHAIN
LINK FENCE
ASPHALT
x
BOUNDARY SURVEY
2.65'
I 1o.ta'
1 A/C
I CONC.
X \ 30'
0
X
GRASS
? X
9.83'
FD 1/2' I.P. '
NOI.D.� 11.70'
35'
PLANTER �)
5.37'
CONC.
2.35'
2.88'
15.45'
i- E��
18.42'
8.97
10.10'
CONCRETE SIDEWALK
8.00'
a
23.70'
75.00'R &M
8
N
20' ALLEY
PLANTER
0.3 5 . 1 ,
38,07'
18.80
29.70'
POOL
1e8
19.65'
N.E. 99TH ST
PAVEMENT � F(
99 >
5'
3.40
PLANTER
co
n
21.90' Z 4'
r 17.80'
1 STORY
C.B.S. RES.
#833
1 \ O
20.15'
1
M
0.35'
75.00' R & M
FENC
CLEAR 0.30' �.
9
18.30'
oi
4 ' , 3.13'
PLANTER
ASPHALT
4 FD 1 /2" I.P.
. t NO I.D.
9.85'
>:
X
5' CHAIN
LINK FENCE
FENCE
CLEAR 0.25'
' FD 1/2' I.P.
4 NOID.
zoning r
%p --
SURVEYORS NOTES
1. EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMAINE RECORD
INSTRUMENTS IF ANY, AFFECTING THE PROPERTY
2. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED
AS SUCH INFORMATION WAS NOT REQUESTED
3. NO SEARCH OF PUBLIC RECORDS HAS BEEN MADE FOR ACCURACY AND OR OMISSIONS.
4. THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED, IT IS NOT A CERTIFICATION OF TITLE, ZONING,
EASEMENTS, OR FREEDOM FROM ENCUMBRANCES, ABSTRACT NOT REVIEWED.
5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON AND THE
CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY.
7. BEARINGS SHOWN ARE BASED UPON MLA OF NLA AS PER PLAT BOOK ___VA AT
PAGE N�(A
8. DIMENITONS, BEARINGS OR ANGLES INDICATED HEREIN ARE MEASURED AND ARE THE SAME AS PLAT
VALUES UNLESS OTHERWISE INDICATED
9. ALL RIGHTS OF' WAYS SHOWN ARE PUBLIC UNLESS OTHERWISE NOTED
10. UTILTY FACILIES WITHIN UTILY EASEMENTS NOT NOTED AS VIOLATIONS, DRIVEWAYS OR PORTIONS
THEREOF WITHIN ROADWAYS NOT NOTED AS VIOLATIONS OR ENCROACHMENTS.
11. THE LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT
12. THIS DRAWING IS PROPERTY OF ZURWELLE – WHITTAKER, INC AND CANNOT BE REPRODUCED WITHOUT
WRITTEN CONCENT
13. THE ELEVATION INFORMATION SHOWN HEREON (IF ANY) IS RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM, (N.G.V.D.), 1929
LOT 18
Surveyor's Certificate
hereby certify that the attached "BOUNDARY SURVEY" was prepared under my direction and is true and correct to the
best of my knowledge and belief, and that the survey meets Minimum Technical Standards set forth by the Florida Board
Land Surveyors And Mappers pursuant to chopter 61G17 -6, Florida Administrative code pursuant to section 472.027. Also
that there are no visible encroachments other that shown hereon.
FLOOD INFORMATION:
COMMUNITY NUMBER
PANEL NUMBER
SUFFIX
DATE OF FIRM __ 3-2-94
FIRM ZONE __X _
BASE FLOOD ELEVATION.. _N/A_
124_
J
DATE FIELD WORK 03 _LQ_ 2005_
DATE DRAFTING 03-1j-2005
DATE SIGNED AND SEALED 03 Ji -20Q5.
'2000 Tdicwsofl$orp`an d /R,its supplies filtri gids'Ii
iO3T
LOCATION MAP N.T.S.
LEGAL DESCRIPTION:
E. 1/2 OF LOT 16 & LOT 17, BLOCK 169, MIAMI SHORES SECTION 8, A SUBDIVISION RECORDED IN
PLATBOOK 14 AT PAGE 33 OF TI1E PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
PROPERTY CONTAINS 8,869.50 SQ. F'T. MORE OR LESS, OR 0.2036 ACRES, MORE OR LESS.
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING
SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND
IS NOT VALID.
THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN
ON THIS SURVEY AND MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY.
SYMBOL LEGEND
CENTER LINE
O) POWER POLE
I .1
OAK TREE
LIGHT POLE
STOP SIGN
FIRE HYDRANT
WATER VALVE
SIGN
BELLSOUTH BOX
WATER METER
PALM
MAIL BOX
TREE
CHAIN LINK FENCE
R/W = RIGHT OF WAY
CLF-. = CHAIN LINK FENCE
SWK. = SIDEWALK
m
rn
w
Oo
W
LL 00
W `°
Q �
Z
v!
= W
W
Z
�• M
W W o
_J o Q
W Z 2
H w
U
Z
—1 0 W
N u'>
rn
w
z
w
U
0
w
J
J
IX
N
w
CO
c0
O
O
0
0
0
w
ea
z
w .
J
JOB No.
N/A
FIELD 1300K:
J. HERNANDEZ
( CAD FILE.
LOT 16& 17,BLK 169,P614 -33
DATE:
03 -11 -2005
l
SCALE:
1" = 16'1
c DRAWN:
RCJ
REV.:
EAM
REVISIONS
03 -11 -2005
SHEET No.
1 OF 1