BPP-14-1063 (2)Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-228618
Scheduled Inspection Date: March 09, 2015
Inspector: Rodriguez, Jorge
Owner: NAVARRO, MIGUEL
Job Address: 50 NE 96 Street
Miami Shores, FL 33138 -
Project: <NONE>
Permit Number: BPP -5-14-1063
Permit Type: Pools/Whirlpools/Hot Tubs
Inspection Type: Final
Work Classification: New
Phone Number
Parcel Number 1132060130630
Contractor: CUSTOM POOLS Phone: (305)255-5315
6unamg uepartment comments
NEW SWIMMING POOUSPA AND DECK PAVERS ON Infractio Passed comments
SAND I INSPECTOR COMMENTS False
Inspector Comments
Passed 4k CREATED AS REINSPECTION FOR INSP-212951. Lights do not work
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 06, 2015 For Inspections please call: (305)762-4949 Page 12 of 28
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-225124 Permit Number: BPP -5-14-1063
Inspection Date: December 12, 2014 Permit Type: PoolsfWhirlpools/Hot Tubs
Inspector: Dacquisto, David Inspection Type: Survey Final
Owner: NAVARRO, MIGUEL`` Work Classification: New
Job Address: 50 NE 96 Street k ';
Miami Shores, FL 33138 -
one Number
arcel Number 1132060130630
Project: <NONE>y=
Contractor: CUSTOM POOLS
t� Phone: (305)255-5315
Building Department Comments
NEW SWIMMING POOUSPA AND DECK PAVERS ON
Infractio Passed Comments
INSPECTOR COMMENTS False
SAND
O y �1i���
Inspector Comments
Passed
Failed El
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
For Inspections please call: (305)762-4949
December 12, 2014 Page 1 of 1
SKETCH VEY
SCALE: 1 " = 20'
T a • _ W W
(SU TUTAL R/W.
20.3' PA
'NV
vi
«'.
LOT -7
BLOCK -5
k"
THIS SUR Y MAP OR THE COPIES THEREOF ARE LEGI
NOT VALIDVY
THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF -O
A FLORIDA LICENSED SURVEYOR & MAPPER.
—X -
DEC 12 014
FI P.
NO.ID 181.20'
Sheet 2 of 2
2-
4•v, -r700,01 ;Fe" 5 f\9 Z V
Opp_ 55--14 -1649 -5
MARTINEZ & MARTINEZ ENTERPRISES, iNC.
Business License # 7702
7179 W. 13 Avenue, Hiaiean . FIoriaa 33014
Email: pispsm@yahoo.com
Cel: 786-277-4851 We& site:martinezandrnartinez.corn
Property ddress:
50 NE. 96 STREET, MIAMI, FL. 33138
LEGAL DESCRIPTION:
Lot 5 and the East % of Lot 6, in Block 5, of " AN AMENDED PLAT OF MIAMI SENORES
SECTION NO. 1 99 according to the plat thereof as recorded in Plat Book 10 at Page 70 of the
Public Records of Miami -Dade County, Florida.
SURVEYOR®S TES:
1) The above captioned Property was surveyed and described based on the above Legal
Description: Provided by Client.
2) This Certification is only for the lands as described. It is not a certification of Titie, Zoning,
Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED.
3) There may be additional Restrictions not shown on this survey that may be found in the Public
Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine
recorded instruments, if any affecting this property.
4) Accuracy:
The expected use of the land, as classified in the Standards of Practice , is "Residential High
Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000
feet. The accuracy obtained by measurement and calculation of a closed geometric figure was
found to exceed this requirement.
5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein
described are not shown hereon.
6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and
Mapper. Additions or deletions to survey maps or reports by other than the signing party or
parties are prohibited without written consent of the signing party or parties.
7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any
design work or construction on the property herein described.
8) The surveyor does not determine fence and/or wall ownership
9) This survey is not to be used for any design or construction purpose.
10) This Survey has been prepared for the exclusive purpose for use as an aid in obtaining title
insurance on the hereon described property. No additional warranties are hereby extended.
11) Ownership subject to OPINION OF TITLE.
12) Type of Survey: BOUNDARY SURVEY.
13) A complete list of abbreviations used in this survey are shown on the back of this Beet.
14) Survey # 14-199
15) This PLAN OF SURVEY has been prepared for the exclusive use of the entities namea hereon.
The Certificate does not extend to any unnamed arty:
A.) MIGUEL A. NAVARRO
Field Date: 12-10-2014
For the firm:
Peo Luis Martinez P.S.M.
R'rof�ssional Surveyor & Mapper
Stt�/of Florida Reg. No.5443
Page 1 of
d.
Legend of Survey / Abbreviations
A
Arc Length
FIP
Found Iron Pipe/Pln
ANG
Range
AC
Air Conditioner
FL
Flowline
RP
Radius Point
ADON
ALUM
Addition
Aluminum
FN
Found Nall
RR
Railroad
APPROX
Approximate
FT
FE
Feet or Foot
Flowage Easement
RD
R/W
Road
Right -of -May
ASPH
Asphalt
GAR
Garage
S
South
AVE
BC
Avenue
GR
Guard Rall
SAN
Sanitary
BL
Broward County
Base Line
GO
Grade
SCM
Set Concrete Monument
BLDG
Building
GNO
GOVT
Ground
Government
SCN
SE
Screen
Southeast
BLK
BLVD
Block
Boulevard
GPS
Global Positioning System
SEC
Section
BM
Bench Mark
GW
HORIZ
Guy Wire
Horizontal
SEM
SIP
Sewer
Set Iron Pipe/Pln
BNOY
Boundary
HP
High Point
SN
Set Mail
BOTT
CNE
Bottom
Canal Maintenance Easement
HT
Height
He Wall l
SP
Screen Porch
C/Calc
Calculated
HWL
High Water Line
SPEC
SO FT
Specification
Square Foot
CB
Catch Basin
iP
Iron Pipe
or SF
'
CD
CHB
Chord Distance
Chord Bearing
IV
LME
Invert
Lake Maintenance Easement
SR
State Road
C/B
Concrete Block
L
Length
ST
Street
CGG
Curb S Gutter
LP
Light Pole
STD
Standard
CL
Center Line
LT
Left
STA
Station
CLF
Chain Link Fence
MINT
Maintenance
STM
STRUC
Store
Structure
CM
CMP
Concrete Monument
Corrugated Metal Pipe
WAS
Masonry
STY
Story
CO
Cleanout
MAX
Maximum
SUB
Sibdirlslon
COL
Colunm
MH
Man Hole
Sm
Southwest
CONC
Concrete
M
Field Measured
SWK
Sidewalk
CONST
Construction
MIN
Minimum
T
Tangent
CDRD
Coordinate
WR
Marker
TBW,
Temporary Bench Hark
CORR
Corner
MN
Mean
TEL
Telephone
COV
Covered
WON
Monument
TEMP
Temporary
CR
County Road
MSL
Mean Sea Level
TOB
Top of Bao*
CS
Concrete Slab
N
NO
North
Nall is Disk
TOP
TR
Top of Pip;
Tract/Trail
CT
CULV
Court
Culvert
NAD 83
North American
TRANS
Transformer
D
Deed
Datum of 4983
TWP
Township
DB
Deed Book
NE
Northeast
TYP
Typical
NO
Number
UE
Utility Easement
DC
Dade County
K Rad
Not Radial
UGD
Underground
OCR
Dade County Record
NTS
Not to Scale
USGS.
US Geological Survey
DEFL
Deflect or Deflection
NGVO
National Geodetic
UTIL
Utilities
DIA
Diameter
Vertical Datum
us
Utilities Box
DIST
Distance
NW
Northwest
V
Vertical
DR
Drive
NFIP
National Flood
VAR
Varies
DRA
Drainage Retention Area
Insurance Program
VC
Vertical Curve
DE
Drainage Easement
OHC
Overhead Cable
VOL
Volume
DWG
DWY
Brewing
Driveway
ORB
Official Record Book
W
West
E
East
p
p�{
plat
parcel
WD
WN
Wood
Water Meter
ENC
Encroach
PAT
Patio
WMN
Water Main
ELECT
Electrical
PAT
Pavement
WT
Water Table
EL
Elevation
WV
Water Valve
SNCL
Enclosure
PB
Plat Book
ESMT
Easement
PC
Point of Curvature
SYMBOLS
EON
Edgd of Water
PCP
Permanent Control Point
EXIST
Existing
PED
Pedestal
6 a
Delta Angle
FCM
Found Concrete Monument
pj
Page
Point of Intersection
00
0'
Degrees
Minutes
FND
FEMA
Found
Federal Emergency
PK
Parker Kalon Nail
04
Seconds
Management Agency
PL
Property Line
Feet When Used In Distance.
FIRM
National Flood
PLTR
Planter
Inches When Used In Distance
Insurance Program
POO
point of Beginning
10.0
Existing Elevation
FF
Finish Floor
PP
Power pole
x10.0
Proposed Elevation
FFE
Finish Floor Elevation
pRM
Permanent Reference Monument
Proposed Surface Flow
FH
Fire Hydrant
PRDJ
Project
®
Set Iron Pipe or
R
Record by Plat/Deed
Pin Faith Cap •5443.
RAD
Radial/Radius
unless othermise shown
REF
Reference
Wore or Less
RES
Residence
Distance Not Supported
RET
Retentlon/Retaining
by Field Measurement.
0.5' CONC.
CURB
(TYP.)_ _ ... _ 10.9' GRASS MEDIAN
-I--- - -_ - - -�--
I
96TH STREET `.•:..::
?.: (80'RIGHT-0F—WAY ' b'?'' 2' CURB
-::I:: ,•.,.. .;: & GUTTER
26 13* ASPHALT PAVEMENT-� ' • ' o
(EAST BOLIGHT
UND) `rI
I I
POLE 75.00'
CON,C, WAI I<.1 :�,: ; ,, :�;.:�, •' .
7 181.20'
25.0' �o, 25.0':. ;.
t 4.4' CONC.
50.0' 90 FOUND 1/2" V
IRON PIPE FOUND 1/2"
FOUND 1/2"
WALK
o/s 0.06'(N) IRON PIPE
IRON PIPE
_ 0.04'(W) AND CAP
'
EAST 1/2 I N
ro NO ID
LOT ni AT P.C.
LOT 6
BLOCK 5
BLOCK 5 `,!:,r
I WEST 1/2
LOT 6
PLANTER
28.78' -10.01'
BLOCK 5 —'
(TYP.)
(NOT INCLUDED)
k 'o
1�LE- !6
' COVERED +TRY
-9.73 -..
0.7'E- - I-- ' 26.3'
x
El
I I
I
a A/C
I I IRESIDENCE
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WATER
LOT 4
I PUMP I 'j! ',
9.58'-- 19.33'
r� 7 BLOCK 5
°I
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I :' ' ' . x
UTILITY'
WIRES 4' CHAIN
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(TYP,) LINK FENCE
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FOUND •1�_°'
�r
...... .. _•• ...•h'�.: •,•'.•' •0••
75.00 :'' '.::.'....•,. .:: •..'. .,FOUND 1�fa••. �•• ••
IRON PIPE .':.",':
o/s 0.25'(S) .;
'
15 ALLEY RIGHT—O�—WAY;::. '
.....
f►• •• 6660
';•'' .10 ASPHALT PAVEMENT•..., o/s 0.12'r(¢) • •• 0
•
0 • • fr• 0000
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.. �LiGi�1J �C71%r=w ��•
til a� I.0.,� S
S.: 12-1660
,SCALE: V = 20'ETCIi NO
DRAWN BY: Q.D.I. SIDE 2 OF 2
' PINNELL
SUR FY, INC.
4855 W. HILLSBORO BLVD., SUITE B-1 COCONUT.CREEK, FLORIDA 33073
PHONE(954)418-4940 FAX(954)4184941 EMA L: order@sfland.uet
CERTIFICATE NO.: 1,11685'
SURVEY ADDRESS:
50 N.E. 96TH STREET
MIAMI SHORES, FLORIDA 33138
FLOOD ZONE & ELEVATIONS:
FLOOD ZONE: X
BASE FLOOD ELEVA'T'ION: N/A
CONTROL PANEL NO.: 120652 -030E -TL
DATE OF FIRM INDEX: 09/11/09
LEGAL DESCRIPTION:
CERTIFY TO:
l.. OLD REPUBLIC NATIONAL _T;'.TLE INSURANCE COMPANY
2. MIGUEL A. NAVARRO
3. KIM & LOWMAN, LLP
4. REGIONS BANK D/B/A REGIONS MORTGAGE, rrS SUCCESSORS AND/OR ASSIGNS,
AS THEIR INTEREST MAY APPEAR
POTENTIAL ENCROA(. RYMNTS: -----�
1.4 FOOT CHAIN LINK .FENCE CROSSES OVER THE SOUTHERLY PROPERTY LINE.
2.4 FOOT C.B.S. WALL CROSSES OVER TITS WESTERLY PROPERTY LINE.
LOT 5 AND EAST 1/2 OF LOT 6, BLOCK 5, OF "MIAMI SHORES SECTION NO. 1 ANM-DED", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 10, ATTAGE 70, OF THE PUBLIC RECORDS OF MIAMI-.DADE COUNTY, FLORIDA
GENERAL NOTES:
I. TYPE OF SURVEY: BOUNDARY
2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE, REVISION
BOX SHOWN HEREON, ITIEN ANY AND ALL PREVIOUS VERSIONS OF
THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID.
3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR
OWNERSHIP, RIGHTS-OF-WAY, EASE qn OR UTHER MATTERS OF
RECORD BY PINNELL SURVEY, INC. THERE MAYBE ADDITIONAL
RESTRICTIONS 77TAT'ARE NOT DEPICTED ON TIIIS SURVEY TITAT MAY
BE FOUND IN TILE PUBLIC RECORDS OF THE COUNTY, FOR WHICH TIIE
SUBJECT PROPERTY IS LOCATED IN.
4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN
AGRIBMENT' WITH RECORD MEASUREMENTS.
5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THF NATIONAL
GEODETIC VERTICAL DATUM OF 1929, UNLESS OTT-JERWISE NOTED.
6. UNDERGROUND IMP^. 7 -,,', TS AND UTTLTrWS A" NOT LOCATED.
7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED.
8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL
NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT
WRITIE-N PERMISSION & AUTIT.ORTZATION FROM PINNELL SURVEY, INC.
9. ALL EASEMENTS SHOWN ON TIM A7ACHLD DRAWING ARE PER THIS
RECORD PLAT (UNLESS OTHERWISE NOTED).
10. THIS SURVEY IS FOR MORTGAGE AND TITLE PURPOSES ONLY.
CERTIGF [�."ATION:
THIS IS TO ' ;ERTITY THAT I HAVE RECENTLY SURVEYED THE
PROPERT`r 'DESCRIBED IN THE FOREGOING TITLE CAPTION AND
HAVE SET f.IR FOUND MONUMENTS AS INDICATED ON THIS
SKETCH A1\D THAT SAID ABOVE GROUND SURVEY AND SKETCH
ARE ACCULATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELII I FURTHER CERTIFY THAT THIS SURVEY MEETS
MINIMUM TECHNICAL STANDARDS UNDER RULE 5J-17,
FLORIDA'A'DMINISTRATIVE CODE, ADOPTED BY THE FLORIDA
STA'T'E BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
TIUS SURV;iY IS NOT VALID wrrHOUT TETE SIGNA•t;w AND T73E
ORIGINAL?P AISED SEAL OF A FLO%1DA JjCENSEb.SiI; 1EYOR• • • 4
AND MAPX'iiR. • • • • i • • •
•
/i••••• • i••i
]i ---f - //
n t • • •
•JA 0 H. PR*ff 19 • • • •
PROFESSVNAT.SURVLttt it &i MAPPP.%.
LICENSE MQ.P3a, STATE iW(CORTDA
REVISIONS DATE CH11cD 131
TC —H NO.: 12-] 600
DATE OF SURVEY: 10/31/12
CHECKED BY: S.A.
FIELD BOOKIPA.GE: FU E
SIDE I OF 2
LEGEND & ABBREVIATIONS:
A
= ARC ?
D.E.
= DRAINAGE EASEMENT
P.C.
= POINT OF CURVATURE
A/C
=.ATR CONDITIONER
ELEV.
=ELEVATION
P.I.
- POINT OF INTERSECTION
A.E.
ASPH.
= ANCHOR F,.ASEMENT
E.M.
= ELECTRIC METER.
P.R.C.
= POINT OF RFVER SIS C I TRVI?
= ASPHALT
F.P. & L.
= FLORIDA POWER & LIGI-r
P.O.B.
= POINT OF BEGINNING
B.M.
= BENCHMARK
L.B.
= LICENSED BUSINESS
P.O.C.
= POINT OF COMMENCEMENT
B.C.R.
= BROWARD COUNTY RECORDS
L.P.
= LIGITr POLE
P.P.
= POWER POLE
C.B.S.
= CONCRETE BLOCK STRUCTURE
M.H.
= MANHOLE
R.
= RADIUS
CHATT. = CI -1 ATTAH000HEE
(M)
= MEASURED
RES.
= RESIDENCE
CONC.
= CONCRETE
1MAINT.
= MAINTENANCE
Tt/W
=RIGHT-OF-WAY
C.L.F.
= CHAIN LINK FENCE
NO.
=NUMBER
T
=TANGENT
C.L.P.
= CONCRETE LIGHT POLE
N.G.V.D. =NATIONAL GEODETIC VEI.TICAL DATUM
(TYP.)
= TYPICAL
(C)
= CALCULATED,
O.H.
= OVERHANG
U.E.
= UTILITY EASEMENT
C.B.
= CHORD BEARINGO.R.B.
= OFFICIAL RECORDS BOOK. '
W.F.
=WOOD FENCE
C.R.
= CABLE RISER
0/S
- OFFSET
W:M.
= WATER METER
(D)
=DEED
(P)
=PLAT
A
= DELTA OR CENTRAL ANGLE
D.B.
_. DEED BOOK
P.B.C.R. = PALM BEACH COUNTY RL CORDS
= CENTERLINE
M-D.C.R = MIAMI -DATE UNTY RECORDS P.B.
= PLAT BOOK
= ELEVATION
GENERAL NOTES:
I. TYPE OF SURVEY: BOUNDARY
2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE, REVISION
BOX SHOWN HEREON, ITIEN ANY AND ALL PREVIOUS VERSIONS OF
THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID.
3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR
OWNERSHIP, RIGHTS-OF-WAY, EASE qn OR UTHER MATTERS OF
RECORD BY PINNELL SURVEY, INC. THERE MAYBE ADDITIONAL
RESTRICTIONS 77TAT'ARE NOT DEPICTED ON TIIIS SURVEY TITAT MAY
BE FOUND IN TILE PUBLIC RECORDS OF THE COUNTY, FOR WHICH TIIE
SUBJECT PROPERTY IS LOCATED IN.
4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN
AGRIBMENT' WITH RECORD MEASUREMENTS.
5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THF NATIONAL
GEODETIC VERTICAL DATUM OF 1929, UNLESS OTT-JERWISE NOTED.
6. UNDERGROUND IMP^. 7 -,,', TS AND UTTLTrWS A" NOT LOCATED.
7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED.
8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL
NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT
WRITIE-N PERMISSION & AUTIT.ORTZATION FROM PINNELL SURVEY, INC.
9. ALL EASEMENTS SHOWN ON TIM A7ACHLD DRAWING ARE PER THIS
RECORD PLAT (UNLESS OTHERWISE NOTED).
10. THIS SURVEY IS FOR MORTGAGE AND TITLE PURPOSES ONLY.
CERTIGF [�."ATION:
THIS IS TO ' ;ERTITY THAT I HAVE RECENTLY SURVEYED THE
PROPERT`r 'DESCRIBED IN THE FOREGOING TITLE CAPTION AND
HAVE SET f.IR FOUND MONUMENTS AS INDICATED ON THIS
SKETCH A1\D THAT SAID ABOVE GROUND SURVEY AND SKETCH
ARE ACCULATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELII I FURTHER CERTIFY THAT THIS SURVEY MEETS
MINIMUM TECHNICAL STANDARDS UNDER RULE 5J-17,
FLORIDA'A'DMINISTRATIVE CODE, ADOPTED BY THE FLORIDA
STA'T'E BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
TIUS SURV;iY IS NOT VALID wrrHOUT TETE SIGNA•t;w AND T73E
ORIGINAL?P AISED SEAL OF A FLO%1DA JjCENSEb.SiI; 1EYOR• • • 4
AND MAPX'iiR. • • • • i • • •
•
/i••••• • i••i
]i ---f - //
n t • • •
•JA 0 H. PR*ff 19 • • • •
PROFESSVNAT.SURVLttt it &i MAPPP.%.
LICENSE MQ.P3a, STATE iW(CORTDA
REVISIONS DATE CH11cD 131
TC —H NO.: 12-] 600
DATE OF SURVEY: 10/31/12
CHECKED BY: S.A.
FIELD BOOKIPA.GE: FU E
SIDE I OF 2