477 NE 92 St (15)55 ie N.W. :11 STREET, SUITE 202
MIAMI, FLORIDA 33126
TELEPHONE: (305) 220 -3171
FAX: (305) 554.7822
Nana. tuuqithI Sur.
:LAND SURVEYORS
SKETCH OF SURVEY Scale 1 ".
2a
SURVEY NO._ .7. _ -__ /6
SHEET NO 2 OF 2
5582 N W 7th STREET. SUITE 202
MIAMI, FLORIDA 33126
TEL EPHONE. (305) 220 -3171
FAX (305) 554-7822
DRAWN BY:
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.
8.0.6 = 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.L.F. = CHAIN LINK FENCE.
C.M.E. = CANAL MAINTENANCE
EASEMENT.
CONC = CONCRETE.
C.P. = CONC. POPCH.
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.1 R. = FOUND IRON ROD
F.F.E. = FINISHED FLOOR
ELEVATION.
u h i grn J n
LAND SURVEYORS
Survey of Lot: 21 & 22 AND THE WEST_L5 FEET OF LOT 23 IN BLOCK 50
Subdivision: MIAMI SHORES SECTION NO. 2
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: 477 NE 92 ST, MIAMI, FL 33138
For: DIETER RUDIN
•
•
LOCATION SKETCH Scale 1" = NT'5
). !
e:.
4
60'
5
ZO
3'
50
2
A LLe
ABBREVIATIONS AND MEANINQ
g 5 rd
F.N.D. = FOUND NAIL & DISK
FR. = FRAME.
FT. = FEET.
FNIP. = 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.
T.M.E. = LAKE MAINTENANCE
EASEMENT.
' = MINUTES.
M. = MEASURED DISTANCE.
MON. = MONUMENT.
M/H. = MANHOLE
M /L. = MONUMENT LINE.
N.A.P. = NOT A PART OF.
NGVD= NATIONAL GEODETIC
VEH rICAL DATUM.
N = NORTH.
N.T.S. = NOT TO SCALE.
# - NO = NUMBER.
0 /S. = OFFSET.
OH. = OVERHEAD.
0. 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
CUP.VE.
P.C. = POINT OF CURVE.
PT = POINT OF TANGENCY.
POC. = POINT OF COMMENCEMENT
POB. = POINT OF BEGINNING.
r
12"
Sr1zc.�-T'
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 -WAY.
RAD. = RADIUS OR RADIAL.
R.P. = RADIUS POINT.
RGE. = RANGE.
SEC. = SECTION.
STY. = STORY.
SWK. = SIDEWALK.
S.I.P. = SET IRON PIPE L.B. #6044
S = SOUTH :\
S.N.D. = SET NAIL & DISK L.B. #6044.
SP. = SCREENED PORCH.
" =SECONDS.
T. = TANGENT.
TWP. = TOWNSHIP.
U.E. = UTILITY EASEMENT.
UTIL. = UTILITY.
U P. = UTILITY POLE.
W M. = WATER METER.
W.F. = WOOD FENCE.
W S.. -. WOOD SHED.
= CENTRAL ANGLE.
W. = WEST.
= CENTER LINE.
2(- = 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,
LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS
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 AND /OR NOT TO SCALE.
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
THE TERM 'ENCROACHMENT' ME VNS 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 CER IFICPTE DOES NOT EXTEND TO ANY UNNAMED PARTY'
SI�,�& D���CD THE�IEREIN DE:�F 1�
3O
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2
0.00 x
�ity / Panel /Suffix: 120652 - 0093 -J
Date of Firm: 03/02/1994 Base Flood Elevation:
Certified to: DIETER RUDIN AND MARIA CAMILA RUDIN
ATTORNEYS' TITLE INSURANCE FUND, INC.
JOSEPH B. RYAN III, P.A.
UNITED MORTGAGE INVESTORS, INC. ITS SUCCESSORS AND /OR
ASSIGNS
SURVEY No 99- 0000165
SHEET NO. I OF 4
Date: 01/05/1999
LEGEND TYPICAL
WOOD FENCE.
CHAIN LINK FENCE.
C.B.S. WALL (C.B.W.)
EXISTING ELEVATIONS.
PROPOSED ELEVATIONS.
$URVEYORS'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.
2). IF SHOWN, ELEVATIONS ARE REFERRED TO
13.M.# ELEV.
OF N.G.V.D. OF 1929.
3). THIS IS A SPECIFIC PURPOSE SURVEY.
4) THE CLOSURE IN THE 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, 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 472 027, FLORIDA STATUTES.
BY: ORoB IBARRA (DATE OF FIELD WOR ). A/, 9,
PROFESSIONAL LAND SURVEYOR NO. OS3
STATE OF FLORIDA. (VALID COPIES OF THIS SU VEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR) •
REVISED ON
REVISEDON
i
Pi- o A l* 1� t
Ia f "?
ceAv ;1 GAG /t
1?004) (/ \/ &Ff 1L. 4 , , 1) 0 f
1i4
4
18 X 24 PRINTED ON NO. 1000N CLEARPRINT •
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SIGN AND SEAL
�►► 1It›10 b(aO
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OFFICE
(305)887 -4417
k)c ( k)i J•eb bW 1 v.
1JYto) 1.4ee214
LICENSE • PE0031509
FAX
(305)884 -3967
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JOSE A MARTI Z P.E. & ASSOC.
CIVIL &STRUCTURAL ENGINEERS
24 EAST 5th ST. HIALEAH,FL. 33010
4-77
c' -1 ' 0 '
SCALE :45: $1 OsW0
DATE: i t 6 . j
APPROVED BY:
46'
(H*)
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oz
Au/i4 D(7or' FIsrLJ(a
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0.420 tlX0 bV.
wt
t
DRAWN BY 2. T?
REVISED
DRAWING NUMBER
2vevn
•
94\10, w„t,
: fop .f spa raised
2 - #3
E.W.
No h
diameter
- typical pool wa
SPA DETAIL
N.T.S.
in min open area)
SPA B•
.� SF },
"SPA DRA
DEAIL
2v sb 1.J r C< r -
SCALE:
APPROVED BY:
DRAWN BYj"C�-
REVISED
DRAWING NUMBER
4 10 9 ) Ot) rJ> H
19x24
PRINTED ON NO. 1000H CLEARPRINT •
116.0
1 49f(} - ; C42
7
p;)ot. I .1(4 0.0,1 N f 5:
t3 LF•CLO:3IN / LP-LOOKING
Ptl %A 111ca1 (MIN. S ITE P L A N
AND NON.Cl IM13A31 = scale: lo . 101490
Il: NrI01130118 rlrMOvr F NC /
WALL;, OWNER Pv11J °ar F E PL AC E ..
WITH A 4' Nrr ON
O VN =r1 S P OPERTY
JJNga tf(1Ji(.4
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SOIL STATEMENT
Soil conditions at this site are presumed to be ) I f G30 )1, 'Al (16
These conditions are adequate to support the design load o 2.0 KSF, if o er conditions are
encountered during construction, stop and notify engineer. A letter shall be submitted after ground
has been broken attesting that conditions are similar to those upon which the design was based.
0 t4' P9t, t ?q WJ Gt>
J.
600C--
GENERAL NOTES
1. Pool construction shall .comply with
2.A1]. pool gunite /shot -crete to attain 3000psi within 28 days.
3.A1l reinforcing steel shall be new and conforming to ASTM A615, grade 0 Min.
4.A1i piping shall be Sched.40,bearing NSP seal,approved for potable water per code.
5.Installation of lights,junction boxes,grounds,etc. shall be in accordance with
the requirements of section 680 of the National Electric Code.
6.Adequate electrical service for the operation of the motors,lights,etc. and a
disconnect switch at the pool equipment location if is not within 50 feet of the
fused switch service point shall be provided by the owner /contractor.
7.Pool pump motors,lights,ladders and handrails(or grabrails) shall be bonded to
the pool steel with a #8 solid copper wire,using approved clamps.
8.Pool equiprent,including pump,filter,and /or heater, shall be located above the
required base flood elevation or floodproofed.
9.Aii pool patio concrete shall attain 3000psi within 28 days, ccxclirehensive.
iO.No pool shall bear On any type of soil except clean sand or rock Which Will
accept or be compacted to accept 2.0 KSF. Any types of deliterious materials
encountered during excavation shall. be removed in their entirety (demucked) and
replace with acceptable materials in 12" layers and compacted accordingly.
11.Pool water disposal shall cly with �L
12.Pool shall have a screen enclosure, fence, or wall with self - closing and self -
latching gate in accordance with r- (I.
H
o 1 1 1 u) ,654"
0C. LOT' V 1 Lo t 1 / - e�
)A 1 tak1 1 '4Q 0Q. 'l
p 13
10 -P6 37
Mr 1sti11 -b6 Co,
E N G I N E E R I N G
Pool area
weir
widt1- 5"
I range 3"
ostatic valve
SPA DRAIN DETAIL
N.T.S.
D A T A
SKIMMER DETAIL
N.T.S.
around
6" min
conc
eq'd
lid- 4' min
cone around
thL
basket
capacity at
75 cu in
POOL DATA
HYDROSTATIC UPLIFT DATA
Top of pool wall elev. � , ' ft
Deduct depth of pool • 0 ft
Elevation at main drain . .? ft
Flood criteria O., 0 ft
Deduct main drain elev.
Pool uplift force 4' , ' ft
Deduct 2.0' hydrostatic valve 7 / 0 ft
Total uplift force . , Gj ft
Slab thickness required _��_ inches
rv71TER
LINE
CT.
•
4 "concr.. e sl... with —
6 " wl. ' . w1.4 WwM
on campac - • fill
using 2,0 p i concrete
#3 BAR
M 11J. (1) Pe/ Pi t.. :i)k e
COPING EDGE DETAIL
N.T .S.
18 "to:24"
f slope
--
CWALL OF POOL
ck edge
(/:::("x TOP ( ", BarroM
� wi! #5 cont.
PNEUMATICALLY PLACED CONCRETE:
walls top (1' ", bottom "
bottom of pool "
reinforcing #3 rebar @ k9 "E.W.
r
II
18 "
IWE10
Note:Length not to exceed 10%
of .pool perimeter.
SWIMOUT BENCH DETAIL
N.T.S.
SLAB THICKNESS GUIDE
Uplift Min. Slab Thick.
Up to 2.9' 6"
2.91' to 3.0' 8"
3.10' to 3.5' 10"
Re- examine: at greater uplifts
Rec mended flow rate (operating 8 hrs /day) 2;77 GPM (12 hrs /day code req'd)
Pool turnover in 'j, ( hrs, spa turnover u t_ hrs (recirculation time)
(Q j Q sq.ft., spa area OA . sq.ft.
Pool perimiter length IQ In.ft., spa perimiter length )J st 1ri.ft.
Pool capacity W 1 .V gals . ±,spa capacity N gals . ±
Above performance based on ) 4 pp pump and t )O 1=r' filter (Sta -Rite or equal
ArAPAIIIMI
coping optional
PLACE IN CENTER
W
AO
l..•
ANTI - VORTEX GRATE
(6sq in min open area)
POOL BOTTOM
F
- around
6 "min
conc.
GRAVEL
11/2"x18" perforrated pipe
W A I N DRAIN DETAIL 1 I C A L •
N.T.S. Oft"
3 -10 "min. J DECK
Note:Riser heght ±2" /,Qf
VNi>=01114 MZ O11 1401 ' /14'saJ1t2gU
STEPS DETAIL
N.T.S.
BOTTOM OF POOL ¢j
I,
REINFORCING #3 BAR @ "E.W.
TYPICAL POOL SECTION
N.T.S.
Light- 3 - #12 1P -20/1/2C seperate circuits
C D
4
8 umin
4"
18" to 36"
A.
C.
E.
G.
1:7 MAX SLOPE
1 HP PumP with
—(11
•0
10 'min
20'max
.
C.
JUNCTION BOX
POOL LIGHT SWITCH
GFI RECEPTACLE
TIME CLOCK
0 0
0 0
PLUMBING /PIPING
.�
(optional pool deck)
interlocking pavers N i
on compacted sand
SEE Dia'AIL MAIN DRAIN
NOTE: Skimmer placed with ;nin.
4" conc. all around, weir
width > 5 ",basket > 75 ci
*- I 2 3 - #1l SJT CORD
o
ELECTRICAL . DIAGRAM
N.T.S.
#8 solid(cu)1 "non corrosive
' 4Qfo WATT - 12V underwater pool light
TO )R ULr:t5rEb NI) AP1 oY 11
B. TRANSFORMER
D. HOUSE PANEL
F. JUNCTION BOX &
PUMP SWITCH
1. All pool electrical to canply with N.E.C.
2. No overhead electrical wiring located within ten feet
(10') of pool water edge.
(unless it is eighteen feet (18') or higher)
3. Electrical contractor shall submit a revision to these
drawings showing existing service with loads,calculat'.ons
if or as required by code.
11/2"return
skinner
pressure gauge &
air relief valve
lint strainer filter drain
12 "waste • l )Or j filter,cartridge
DIAL AM
.1" /foot slope
8 "x8"
with 1
if sc
ncr- e footing
.. r cont.
e enclosure used
F
z "C
3 - #12
2P-20/1/2"C
main drain
I vacuum
•
1