BPP-17-2607 (2)Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-301820
Inspection Date: April 17, 2018
Inspector: Kendall, Travis
Owner: SNOW, DAVID AND JANICE
Job Address: 12 NE 101 Street
Miami Shores, FL
Project: <NONE>
Contractor: CALYPSO POOL CO.
Permit Number: BPP-11-17-2607
Permit Type: Pools/Whirlpools/Hot Tubs
Inspection Type: Survey Final
Work Classification: New
Phone Number
Parcel Number 1132060131380
Building Department Comments
POOL NEW
Infractio
Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
April 17, 2018
For Inspections please call: (305)762-4949
Page 1 of 1
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JOHN IBARRA & ASSOCIATES, INC.
Professional Land Surveyors & Mappers
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777 N.W. 72nd AVENUE
SUITE 3025
MIAMI, FLORIDA 33126
PH: (305) 262-0400
FAX : (305) 262-0401
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4851 TAMIAMI TRAIL NORTH
SUITE # 200
NAPLES, FL 34103
PH: (239) 540-2660
FAX: (239) 540-2664
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F.N.D.
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30.04'
91
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F.I.P I/2'
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75' TOTAL RIGHT-OF-WAY
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• .130.00''
MAP OF BOUNDARY SURVEY
12 NE 10I st STREET, MIAMI, FLORIDA 33 138
GRAPHIC SCALE
-20 0 I 0 20
' ± 19' ASPHALT
°1D, - PVMT.
F.L.
ORCH \ 19.20'
cD
'T5.80' \ \ '
ONE STORY
RES. # 12
BLOCK - 10
F.F.E.= 12.65'
L.F.E - 12.24'
10 AO 0)
30.10' -- NO- \' . 26.55' \ . \
CONC. DRIVEWAY
CONC. DRIVEWAY
89• A11.•
F.I.P I /2"
NO CAP
ENCROACHMENT NOTES:
A. NORTH SIDE OF THE SUBJECT PROPERTY, ASPHALT RETURN IS
ENCROACHING INTO THE RIGHT OF WAY OF NE 101 th STREET.
B. SOUTH SIDE OF THE SUBJECT PROPERTY WOOD FENCE IS ENCROACHING
INTO THE NEIGHBOR'S PROPERTY.
C. EAST SIDE OF THE SUBJECT PROPERTY WOOD FENCE IS ENCROACHING INTO
THE ALLEY.
N
I><I 130.00'
LOT -12
w(B) BLOCK- 10
0
LOT - 10
EL)
LOT - 11 \
//
PAD
C.O.
(IN FEET)
1 INCH = 20 FEET
POOL
EQUIPMENT
33.71 '
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6W.F.J
'SET T.B.M.
NAIL & DISK
106R ELEV.= 10.75
(C)
_ C.10' EN
i
NO • 11,...
LEGAL DESCRIPTION: CERTIFICATION:
LOTS 10 AND 1 I , BLOCK 10, OF MIAMI SHORES SECTION ONE, ACCORDING TO THE DAVID SNOW
PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS
OF MIAMI-DADE COUNTY, FLORIDA.
z
T.B.M.
+33
AQP
LEGEND
-O-H - OVERHEAD UTILITY LINES
= CONCRETE BLOCK WALL
( X X = CHAIN UNK FENCE
0 0 0 = IRON FENCE
WOOD FENCE
= BUILDING SETBACK LINE
UTILITY EASEMENT
/1/ 111 = LIMITED ACCESS R/W
/ / = NON -VEHICULAR ACCESS R/W
ABBREVIATIONS AND MEANINGS
A - ARC
AC - MR CONDMONER PAS,
ALE.- ANCHOR EASEMENT.
NR - ALUMINUM ROOF.
A9 - HLMIM/M SHED.
ASFII._ ASPHALT.
B.L.- MOCK CORNER
B.L.R. BROWARD COUNTY RECORDS
MDG.- WILDING.
B.M.. BENCH MARK
B.O.B.- BASIS OF BRINGS.
B.S.L - WILDING SETBACK LINE
C - CALCULATED
CA - CATCH BASIN.
C.B.5 _ CONCRETE BLOCK STRUCTURE.
COW - CONCRETE BLOCK WAIL
CH.- CHORD.
Cn.6.- CHORD BEARING.
CL-0EAR
C.LP.- LHNN UNK MICE.
C.M.E.- CANAL ETU. ANC[ CASEN/EN75.
LONG- INC. CONCRETE.
C.P.- CONC. PORCH.
C.S.- CONCRETE SLAB.
G.U.P.- C04C. DRILY FOIE
C.W.- CONCRETE WALK
D.M.E.- DRAINAGE MNNTEMNCE EASEMENTS
DRIVE - DRIVEWAY
E-EAST.
®- EYCTRJC BOX
E.T.P.- ELECTRIC TRANSFORMER PAD.
ELEV.- ELEVATION.
ENCR.= ENCROACHMENT.
F.N.- FIRE HYDRANT.
F.I.P.- FOUND IRON PPE.
PIRA FOUND IRON ROD.
F.PE- FINISHED FICOR ELEVATION.
F.N.D.- POUND NIL { 0150.
FR - FRAME.
FT _ FEET.
FNIP.- FEDERAL NATION41N5URANCE
F.N.- FOUND NAIL
H.- HIGH MIGHT)
I.C.V.- IRRIGATION CONTROL VALVE
I.F.- IRON FENCE
IN.1 EG.- INGRIES5 AND EGRE56 EASEMENT.
LB. - Cenficate of AW,ot=ton LB./780G
LP.- UGIIT POLE.
LF.E._ LOWEST PIDOR ELEVATION.
LM.E._ LAKE MAINTENANCE EASEMENT.
•- MINUTES.
M. _ MEASURED 015TANCE.
M5 _ MAIL B06
M.D.C.R- NAM DADE COUNTY RECORDS
M.C.- M4N1BNANGL FASG@4T5
MON. _ MONUMENT UNE.
MH _ MANHOLE.
MIL - MONUMENT UNE.
N.A.F. - NOT A PART O.
NGVD - NATIONAL GEDD07IC VERTICAL DATUM.
N.. NORTH.
N.T.S. - NOT TO SCALE.
0-NO. - N1IMNXR
05 - OFFSET.
Oil... OVERHEAD
0.n.L- OVERHEAD UTINY- UNES
0.14.5. - OIFICTAL RECORDS BCOK
OW - OVERHANG
EMT.. PAVEMENT.
R- RANTER
PA - PROPCKIY UNE.
P.C.L.- POINT OF COMPOUND CURVE.
P.C.- POINT OF CURVE
FT.- POINT OF TANGENCY.
POE.- PANT OF COMMEILEMEM.
P08.- POINT O BEGINNING.
PAC.= POINT OF REVERSE CURVE
P.B.- MT BOOK
• PAGE.
PWY. - PARKWAY.
PRM. - PERMANENT R@RENCE MONUMENT.
P.LS.- PROFESSIONAL MO SURVEYOR.
R. - RECORDED DISTANCE.
RR- TEAR ROAD.
TES.- RESIDENCE.
PROF. COL- PROPERTY CORNER
PIN - RIGHT# -WAY.
R.P.- RADIUS POINT.
5TY.- STORY.
SAT,._ SIDEWALK.
5.I.P.- 5E7 IRON PPE LB. R506.
5.P. - SCREENED POOCH
• SECONDS
T - TANGENT
T5 - SEEP ONE B00111
T.U.E.- TECHNOLOGY UTILITY EASEMENT
T5B - TRAFFIC SIGNAL Bolt
T.5.1... TRAFFIC SIGNAL POE
TWT - TOW?156IIP.
UAL- MUM
U.P.- UTILM POLL
W.M.- WATER METER
W.F._ WOOD PENCE.
w.R- W000 ROOF.
W.M._ WATER METER
W.P.- WOOD FENCE.
• 4.000 ROOF.
W.5.• WOOD STIED.
w - MIST.
g-
CENTERUNE.
n - CENTRAL ANGLE.
= EXISTING ELEVATIONS
W 103,1 Sr ••.• • ‘=" 103ra St •6;
0
3 3
NW 102nd S' • 5 NE r32nd �t
Nw 10'SISt
NW tOOth tea ate
9th 5t
NE 100th St
NW 100th St
.8 A
NE 9901 S1
n
i1N
NE SI
NE 100th St
NE 99th St
Pal
LOCATION SKETCH
SCALE N.T.S.=
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
• THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON 'MI5
SURVEY.
• mE PURPOSE OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING
AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES.
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. • • • •
• THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RE58'JCTIONS, feSERVATIONQ QR♦ • • •
EASEMENTS OF RECORD. • • • • • •
• LEGAL DESCRIPTIONS PROVIDED BY CI O%ATTNBTING TITLE COMP • •
• BOUNDARY SURVEY MEANS A DRAW! G-•A ID/ OR•, GRAPHIC R0PR ATION OF THE ECU
PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN 5C,1,1 WN:0R NOT TO SCALA THE OR
FENCES MAY Be EXAGGERATED FOR OPPRIPYT1�L' S!S. •
• EASEMENTS AS SHOWN ARE PER PLAT 60Q� YY' DEPICTED omERA15E. • • • • • •
• THE TERM 'ENCROACHMENT' MEANS VI91B[E AND ABOVE GROUND ENCROAHMENTS. • •
• ARCHITECTS SHALL VERIFY ZONING REGUI4TIGNOIRESTRICTIONI:S jPND WILL BE
RESPONSIBLE FOR SUBMITTING • • • • • • •
• PLOT FLANS WITH CORRECT INFORMATIONS6. ,fr ( ROVAL FOR AUTHORIZATION' TO THE • • • • • •
PROPER AUTHORITIES IN NEW CONSTRUCTI �• I • • • •
• UNLF55 OTHERWISE NOTED, TH15 FIRM Ali Al T4PTED TO LOCATE 7tlG ANDIORe • U • • •
FOUNDATIONS. •• ••• •
•
• PENCE OWNERSHIP NOT DETERMINED. • •
• THIS PLAN OF SURVEY, HAS BEEN PREPAIFl10R11! 0CWSIVE USE OF me ENTITIES
NAMED HEREON, THE CERTIFICATE • • • • • • • • •
• DOES NOT END TO ANY UNNAMED PARRY. • EXT• • • • • • • •
•
FLOOD ZONE INFORMATION, ••• •• • ••••••
•• • � • •
THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED• OILD 70 BE SITUATED /N:
FLOOD ZONE: IC
BASE FLOOD ELEVATION: WA
COMMUNRY.- 120652
PANEL 0302
SUFFIX L
DATE OF FIRM: 0P111f2009
THE SUBJECT PROPERTY DOES NOT LIE IN SPECIAL FLOOD HAZARD AREA
•
SURVEYOR'S NOTES:
1. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF
THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY, TOWNSHIP MAPS.
2. THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT.
3. CCKI IFICATE OF AUTHORIZATION LB # 780G.
4.ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE
COUNTY BENCH MARK # N-568.LOCATOR NO. 3100 SW; 0I.OVAT'ION 15 9.65 FEET OF N.G.V.D. OF 1929.
SURVEYORS CERTIFICATION:
I HEREBY CERTIFY: THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN
SURVEYED AND DRAWN UNDER MY SUPERVISION. AND COMPLIES WITH THE STANDARDS OF PRACTICE
A5 SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE PURSU,TO 472.027, FLORIDA STATUTES.
BY:
04/04/2018
CARLOS IBARRA
(DATE OF FIELD WORK)
PROFESSIONAL LAND SURVEYOR NO.: 6770 STATE OF FLORIDA
(NOT VAUD WITHOUT THE SIGNATURE MD THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER).
REVISED ON:
REVISED ON:
DRAWN BY::
FIELD DATE:
SURVEY NO:
SHEET:
AS/PP
04/04/2018 •
10-000111-3
1 OF 1
L.B.# 7806 SEAL
Il 0.00