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PROPERTY ADDRESS: 1051 NE 93rd STREET MIAMI, FL, 33138
LEGAL DESCRIPTION
The East 40 feet of Lot 15 and All of Lots 16 & 17 , Block 2 of
"BELVIDERE PARK "; according to the Plat thereof as
recorded in Plat Book 16 at Page 71 of the Public Records
of D A D E county , Florida.
n
ci
FJ.P 12'
O
Lor 15
40.00'
WITHIN ZONE AE + 3.0'
52.6'
LOT 16
SKETCH OF SURVEY
BOUNDARY SURVEY
GRAPHIC SCALE OF 1 INCH AS 30 FEET
ASPHALT
DRNEWAY
LO r 1
146.80'
FD
F.I.P. 1 '2.0 r x— x— x— x-- x - -- — X - - X A x -- fit x -- — X X X --- X X X -- x --
.p
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65
^5 '6 5 ASP /U1L1 IAVEMENT
N.E. 93rd ST.
THE FLA FLOOD INSURANCE RAl E MAP DA1 ED 3-2- 19 94 PUBLISI TED BY THE I EDERAL EMIR.
CEHCY MANGEMENT AGENCY (F E M. A.), DELINEATES TI -f£ HEREIN DESCRIBED LAND TO BE SITUAI ED
COMMUNITY No. 120652 PANEL No. 0093 SIP FIX: J
POOL
255
CO'JC- DECK
137.33'
\• 162.72'
NOTES:
• THIS SURVEY DOES NOT REFLECTOR DETERMINE OWNERSHIP.
• EMANATION OF THE ABSTRACT OF TITLE WILL I -IAVE 10 BE MADE 1 O DEl ERMINE RECORDED
INSTRUMENTS, IF ANY, NV ACTING 111E PROPERTY THIS SURVEY IS SUBJECT 10 DEDICATIONS,
LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENT S NOT SHOWN IN THE PLAT BOOK,
• LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR All ES TING TITLE COMPANY.
• IF SHOWN, BEARINGS ARE REF ERRED 1 0 AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION
OF THE PROPERTY.
• IF SHOWN ELEVATIONS ARE REFERRED 1 0 N.G. V. D. OF 1929.
• UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATIEMPIED 10 LOCATED FOOTINGS AND /OR
FOUNDATIONS.
LOT 1
6 2 5
' '
2�� 1S 4s
Ofa Sfo,RY
RES. # 1054
, 8 . 10' , i 14
� ,1i.7� I I X
SIOEAALK
11 ARK,AAY
IELD WORK
Dale 2 -11 -1997
Feld Su,,k F W 0.
STAID Or FIGR■LA
ORDER 'b.
r
90
F J.P.1,2'0
U = 40`20'1"
A = 17.60'
R = 25.00'
0.6•
27.15'
- S . 90.6(3' .. ... �
REVISIONS
SCAR A EAEZ- 0.15100 F L.S No. 5034
BAEZ & ASSOCSA ?ES, 1110 L B. 0 6338
9701 -0063
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0)
NOT t UNLESS SIGNED DAZED & Sl AWED MTH EMBOSSED SEAL
F.I.P. 1'2'0
N.E. 94th ST.
6
5
N.E. 93rd ST.
LOCATION SKETCH
N. T. S.
CERTIFIED TO'
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f3AEZ & ASSOCIATES, INC.
LAND SURVEYORS LAND PLANNERS
434 S W. 631d Ave, Miami, Florida 33144
O(fice.(305)265-1002' Fax(305)265-0608
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— TTTT I
PLABfle MAIN DRAIN
TYPICAL SECTION THRU POOL
CS�auYx: i °.
C�
•
LIGHT
NOTE: PEMI"VE GRATE AND AELL
PO+NT FLU; IR(M MAIN DRA AND
ATTACH ALX. PUMP LINE WHEN
EMPTYING POOL,
GRATE SHALL BE SECURED re
PLACE SO THAT TOOLS APE
REQUIRED FOR REMOVAL._
PRECAST COPING
6" LIE -` -.
WHITE MARBLE
PLASTER FINISH. \
THPEACED PLUG
10•'
TO PUMP
;l=
a
i\ELL POINT
PERFORATED PVC PILE. J c .0 y
0 0 1 ,
ROCK COLLECTION BED e•�y 1 ► iOr - .
,'A,N OF 4 YDS. CF ROCK 10 I -+
STAB. SCIL FCR PLACING STEEL, CUNIiE, ETC G�
TYPICAL WALL SECTION & WELL POINT
NT SCALE
SLOPE r.." FOOT
STEELTEX FORM CR
KRAFT %ALL.
2 Ir3 14 BOND SERA
4 .,
FCR POOLS OVER 6'0"
DEEP ADO #3 COVE
BARS rLci12" C,C AS SHOAM
TO ELECTRICAL PANEL
--or e a SEPARATE CIRC
FOR MOT. S LIGHT
ALL ELECTRICAL ITEMS A5 NOTED ON
FLOOR. PLAN ARE TO 8E 'SERVICED 8Y
EXIS1F' G ELECTR AMPS AND SERVICE —
NO SERVICE INCREASE OR RELOCATION
is INCLUDED IN 'A orkK CONTAINED 2-(E>r -1R..
UNLESS OTHERWIEiE SPECIFIED
NOTE: POOL PUMP MCTT.;R
LOC. ABOVE CRAGS,
ELECTRICAL DIAGRAM
NO SCALE
•
N U I E! In;s contraciAdoes
inc:Tie an scddir: •;
or Iarrsc.3ping
ri1E CON( E T1 rs AS NO rEO HEREIN
NE THE ENTIRE_ COi rFACT
r. REF.MENT FOR \YORK TO BE PFF?EOI'ME9.
/•\:•.tP r r:u P.r1G APi- FOR ALL NOTES
UIhQE1SION z; -- FL OC R PLAN & SPECiF
AS CON 1AIN . D I -E IN
HI -RATE
SAND FILTER }-
/ 0 L RET,RN LINE I {
`14 .P. DISCONNECT \ f *
JUNCTION BCX �- SN. IN PRECAST
-- L}-- ec x.
J BRASS CR RIGID SC4GPVC r, S I 7 SC
POOL CONDUIT IN POOL AREA
LIGHT GROUND ALL BOXES. LIGHT, 1• \ '% t
MOTOR, ETC. N #12 rVIPE SKItdtACR
�—_ MANUAL !ACT STARTER SN.
PUMP MOTOR
e
MAIN DRAIN
NOTE: ALL POOL
PIPING P.V C .
HAIR & L;NT
CATCHER.
PIPING SCHEMATIC
NO SCALE
- PUMP
-- 1t 2
ENGINEER.
U
to
REVISIONS:
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PLO ' PLAN i't=3O'
r` 'Tr'-_
IuRISOiEr1Qr4
POOL SPECIFICATIONS
SIZE 15' — - - DEPTH 3 To 1‘ --
VOLUME PERIMETER LF
ELEVATION A{- Et .U• `" (31 ••"'1- )1 t♦
TILE FY "�� COPING - SAFETY_GRIP
POO FINISH MARBLEWHITE
PIPING Pvt scti -4o IN LETS
DECKS SF 31(
DASH OR OVERPOUR '4
EXCAVATION DISPOSAL \ka,' }\ 1 \" ) `v
POOL LIGHT 19 (3 ' E) O ` CONDI
GRABRAILS - —_ HANORAIL_
DIVING BOARD "'-' FT "°
ALL BRONZE PUMP \ H.P. 3141-
FILTER �j G� ` ' ° �) . t
WASTE DISPOSAL ' �'''•� � _ c �*
ELECTRIC�'4 Ce HEATER 1`j GAS
POOL CLEANER +\i
• HYDRO- THERAPY h? __
AUTOMATIC CLORINATOR
GENERAL NOTES —.-
1 Ft plan layout, estent of slabs, plot plans, location and size of pool, equipment,
schedules and special details not shown on this sheet, see sheet 2.
2 All tNimmirg pools shall have gun,te conuete floors, +v ans, and bond beams
Concrete shall have a 28-day compressive strength of 3,000 p s i.
3 Alt •einforcirg steel shall be intermed ate grade deformed bars of new billet
steel cunforrmrg to A.S,T.M. A•15. Steel shall be bent, lapped, and placed in ac-
cordance Nth A.C.I. standards and specifications,
4 Ail pool p shall bear the N.S.F. seal of approval.
S Backwash shall be to an underpool sump containing 4 yards min;rnum area of
w ashed drain rock.
5 Grate on main drain shall have a free area of 4 times the area of ;he suction line.
water supply and disposal shall be so arranged that there .s no cross connection
%'91 a domestic weer supply or water disposal system.
S D:apLtal of pool water shall conform to Sect. 5004 Of the S.F B C. Surface grading
shad coof:r,e pond.ng of pool hater to nothin at !iris and such pond:rg shall not
peIs,lt for more than one h:4 after discharge.
•
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"LRCei OF TILE
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PlAarie MALI CRAIN
TYPICAL SECTION THRU POOL
NO SCAIE
ft,
T
-
LIGHT
U- (A
a\•.?
17
o"
1
1
C
\ •":1
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pl
NOTE: RENON, E GRAT ( AND ,% ELL
POT PLUG I POM MAIN DRAIN AND
Al TAO:I AJX. PUMP LANE WHE'd
I.M.PITING POOL
CRATE SHALE BE SECURED
PEACE SO THAT TOOES ARE
F ((WIRED FCR REMOVAL _
1
+PII”
7
6 '
WELL POINT
PERIORATED PVC PIPE.
"Al ROCK COLLECTION na
4
MIN, OF 4 YDS. OF ROCK TO
STAO SO'l FUR PLACING STEEL, GUNITE, UC •
PRECAST COPING
6" TILE
A•12
SHITE MARBLE
PLASTER FINISri. \
THREADED PEWS
i
•-r•
A--
to-
ID P U M P
L
S x'A" FOC
2 #3 13 BOND WA
- FOR POOLS CAR 6 CY'
MP ADD #3 COVE
BAPS 412 C, C AS SHOATI
N- 6 '
STEELTEX rofu14 OR
KRAFT WALL.
. TYPICAL. WALL SECTION 8 WELL POINT
NO SCALE
POOL
L',CHT
TO ELECTRICAL PANEL
St CIRC.
--a
FCR MOT. 5 LIGHT
;UNCTION BCX i
I 4 ---- ) — '
3 . • " BRASS OR RIGID SC4E:PVC
"
GROUND ALL BOXES, LiGHT,
CONDUIT ' POOL AREA
MOTOR, ETC. ,Sr• #12 iS IRE
NOTE: POOL PUMP !ACTOR
LOC. FDO4E GRACE.
ALL ELECTRICAL ITEMS AS NOTEO ON
FLOOR PLAN AWE TO SE SERVICED BY
EXISTING ELECTRICAL AMPS ANO SERVICE —
4,NO SERVICE INCREASE OR RELOCATION
IS ‘NCLuDEO IN WORK CONTAINED NERE-{,N.
UNLESS OTHERWISE SPECIFIED
ANAtd r_,) A
b
ti 0 F E.! Ins contract does not
include any resodding
or landscaping
THE CONTENTS AS NOISO HERE-IN
REPRESENTS THE ENTIRE CONTPAOY
3GREEMENT FOR 'btiOAK f0 13£ Pcf4FOPMEO.
/-C,.:T_P(1:u A140 APPROVED FOR ALL NOTES —
orlENSR)NS Flf:01 PLAN & SPECiFfCATIONS
AS CON FAINE0 HEt4
MANUAL MOT. STARTER Stl
PUMP MOTOR
Ski) f ILIER
e 0.1.
w.p, DISCONNECT aTruki LINE
5V. IN PFECAST
1 BCX.
WASTE
SKIMMER
MAIN DRAiht
HI RATE
.00
NOTE: ALL POOL
PIPING PI,C.
A ■r..r..tte . "'S
' -
HAIR S UtT
• cAcct-iiit.
•
ELECTRICAL DIAGRAM PIPING SCHEMATIC
NO SCALE NO SCALE
PUMP
•
INGINIEct:
><- 1 1\01 w
K ‘!"
REVISIONS:
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ts
SIZE 51 VY2
POOL SPECIFICATIONS
DE PER 1. I
ELEVATION 4
TILE t* t `• k
POOL 4mesaIN •
DECKS 1...5-ft-_"/ (:)°-° •"'"al_
71:71:4;83:HITE uvrIN INLETS
$ F 3.
P H
* TN ' I 4D S s q :
IN
DASH OR OVERPOUR ‘) _
EXCAVATION DISPOSAL A'x'A
POOL LIGHT 11 -- rJ ‘I k f i p° \J CONDUlt
GRABRAILS HANDRAIL . \ < * e• •S>
DIVING BOARD FT. t\"
F AL T L E B R RQ:Z;PUMP
IL v. :‹Z
E W LE A c S T T R E Ic O lo ISP \v o c. SAL:4 4 : A )
5
IER SAS
POOL CLEANER 1•11
A liY U DRTH TIC IA C P L Y
AUTOMATIC ORI
Ott4tRAL NOTES —A--
I for plan laybut, extent ;,l slabs, plot plans, Iocation and st.T0 of pool, equipment,
schedules and special details • not shown on thit sheet, see sheet 2.
2 All s eoots 'NO hos gunite concrete ftoors, watts, and bond teams
Concrete shad have a a•daY rOn'eSS'w0 strenalt of 3,090 p 3.1.
• ,
3 All reinforcirg steel shall be irtermecrate grade detcw'rped bars of n err bioet
sleet conforming to A S.T.A. ' X1S. Steel shall be tent, lapped, and placed in ac-
cordance mtlt A C standards speciricari4nS.
4 All pool piping shall bear the N.S.F. seal of approval,
5 Backwash shall be to an underpool sump cortairtirg 4 yards minimum area of
washed drain rock.
S Grate c,a mash drain shall have a free area of 4 t th
imes e area of the suction lire.
7 Water supp4 and disposal shall be so arranged that there is no us connection
dc,meSt suP
it ater PTY Or hater disPasal sYsters,
D'tposat of pool water shall conform ta Sect 5004 of the S.F El C. Suifact gradird
_
shall conf,re fowd,rg ot pool Nett to within lot tires and such 00 %trig shail nizt
Persist tor more than ore hour after dischard.
• '
JURISOIC110/4 N‘i,`.-1.0■••■■
• . -- A 5 „k • T.,
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'
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1 RON OF TILE
I
PLASTIC MAIN DRAIN
TYPICAL SECTION THRU POOL
NO SCALE
0
4)\ M E3 k
t
•
c: rg c_.
'd.
6" -
NOTE: REMOVE GRATE AND AELL
POINT PLUG FROM MAIN DRAIN AND
ATTACH AUX. PUMP LINE WHEN
EMPTYING POOL.
GRATE SHALL BE SECURED IN
PLACE SO THAT TOOLS ARE
REQUIRED FOR REMOVAL.
•
-
GYP, SEcv\o DECK
QE VVM_L
PRECAST COPING
6" TILE _t _.
WHITE MARBLE
PLASTER FINISH.
THREADED PLUG
r
p
10"
WELL POINT
PERFORATED PVC PIPE. Q ▪ d - a•� c 0 •
a." ROCK COLLECTION BED 4'O - TO PUMP
MiN. CF 4 YDS. CF POCK TO �>/g
SiFa. SOIL FOR PLACING STEEL, G'JNITE, ETC.
t 4
4"
6"
STEELTEX FORM OR
KRAFT WALL.
SLOPE 3 .. "SOOT
[
2 #3 IN BOND SEAM
FOR POOLS OVER 6'0"
DEEP ADD #3 COVE
BARS 4.12" CAC AS SHOI%N.
, 74 4 -5 (L 1,1 •
POOL
LIGHT
TYPICAL WALL SECTION 8 WELL POINT ELECTRICAL DIAGRAM
NO SCALE
TO ELECTRICAL PANEL
"PEt — _C�- MANUAL MOT. STARTER N.
SOPARATE _ CIRC. � _ •
FOR MOT. & LIGHT ( PUMP MOTOR
• •'
/ ! O. L.
- — W.P. DISCONNECT
JUNCTION BU� ��iN PRECAST
j _
,t,�, o,� V
� BRASS O D oC40PVC
CONDUIT IN POOL ARE
GROUND ALL DUES, LIGHT,
MOTOR, ETC. W; #12 WIRE.
NOTE: POOL PUMP MOTOR
LOC.ABCIE GRADE.
MAIM DRAIN
��..! ,r7.
a1�lAo� � V
RETURN LINE
f
WAS
SKIMMER
NOTE: ALL POOL
PIPING P.V.C.
1 1 it
HAIR & LINT
CATCHER.
PIPING SCHEMATIC
NO SCALE NO SCALE
141
PUMP
REVISIONS:
ENGINEER:
SIZE
VOLUME
ELEVATION
TILE
POOL SPECIFICATIONS
1 (�/t t,A •„t't
DEPTH
PERIMETER LF
COPING PAC/ SAFETY-GRIP
POOL FINISH PACE MAIM-WHITE
PIPING PVC Ste4-40 INLETS
DECKS
DASH OR OVERPOUR
EXCAVATION DISPOSAL
POOL LIGHT CONDUIT BY PACE
GRABRAILS HANDRAIL_
DIVING BOARD FT.
ALL BRONZE PUMP H.P.
FILTER
WASTE DISPOSAL
ELECTRIC ___ HEATER GAS
POOL CLEANER
HYDRO- THERAPY
AUTOMATIC CLORINATOR
SF _
SENEEAL MOTES
I For plan layout, extent of stabs, plot plans, location and size 0 pool, equipment,
schedules and special details not shown on this sheet, see sheet 2.
2 All swimming pools shall have gunite concrete floors. w alls, and bond beams.
Concrete shalt have a 2$ -day compressive strength of 3,000 psi.
3 All reinforcin` steel shall be intermediate grad• deformed bars of new billet
steel conforming to A S.T.M. A -15. Steel shall be bent, lapped, and placed in at-
cordance with A.C.I. standards and specifications.
4 All pool piping shall bear the N.S.F, seal of approval.
S $ackwash shall be to an underpooi sump containing 4 yards minimum area of
washed drain rock.
S Grate on main drain shall have a free Area of 4 time the area of the suction line.
7 Water supply and disposal shall be so arranged that there is no cross connection
with a , domestic water supply or water disposal system.
S Disposal of pool water shall conform f0 Sect. 5004 of the S.F E.C. Surface grading
shall conf.ne pondJng of pow Mato to within lot lines and such ponding shall not
persist fqr more than one hour aster discharge.
dor
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