BPP-17-2933PPP I I -V, 8c)
MAP OF EOLTNDARY sLTRVEY
N.E.94th STREET
BOB:N90'00'00"E
56' TOTAL RIGHT-OF-WAY
20'ASPHALT PVMT.
NORTH
SCALE: 1 "=20' Lo oU-)
22' PWY I.rj
B.C.
F.I.P. 112'
NO CAP
21.0'
5'CONC. SWK ` I OO.00, 4
FIR 112' n 29.0' 4..6%
NO CAP I
LOT-9
BLOCK - 22
2 0' CONIC TILE
15.0' �
O
0)
"' 28.00'
ON PL s oCONC
2.80'
o3.s
TILEL
1
WATER PUMP L
12.55'
3.70'X2.0'
O
LOT- 10 p
BLOCK-22 �?
L _
I�
LLN
aO
Llb
04
P. E.-
h 2'
3.50X3.35'4 LD
Npm
3.4'
' '-
7
87 �-
13.45'
10.0'
3.4'
LLL
LL-'
0.10
ILj
Izl zla
z lq
N �O
N
O-a)
oe
-
IN
�
i
3.24'
'
1,L
LN
-L
/¢\
LLL
ui 1 LLL ,
2 ".
FIA IY2' 8.6' o
NO CAP
I �
1 cy) PL
1 14.55'
n
111.40'
v F.I.P. 112'
p NO CAP
LOT-8 m
6) BLOCK-22
N
29.48'
0.10
0 0- �CONC �
v.av
v a
3.4'
20.35'
o
b
AC
1
N
ONE STORY I
N PERGOLA
RE5. # 150 I
wooD
II
DECK
k�2
Ln
47.00'
9.62'
WOOD DECK
1.50'
38.60'
0 $$
5.25EX2.0
0
' 4
O
6.25' o?
1 65.25'
r ......r■r■■■■��
CC) POOL
O
19 BLOCK -22. LOT - 20 BLOCK - 22
1 65.25' 6' W.F.
10'ASPHALT PVMT
\ F_ 4 8'
�# � NF_
.15'ALLEY
%21 BLOCK-22
0
LO LOT- 7
N BL00I - 22
r
co
0
0.20'
F.I.P. 112'
NO CAP
J
z
.O
T L 0 T - 22 BLOCK- 22
LEGEND
CER1111ATE OF AUTHORIZATION # LB-8023
ABBREVIATIONS:
Survey Pros, 1 n c _
A = ARC DISTANCE
AC = AIR CONDITIONER PAD �yrKe
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
BCR = BROWARD COUNTY REG- `v E I V L,
Tel: 305.767.6802
BLDG = BUILDING
BM= BENCH MARK
www.survey-pros_cam
COB = BASIS OF BEARINGS
CBS = CONCRETE BLOCK & STUC JEp 1
--- - - - - -- ---- - -
(C) = CALCULATED ,,11
_
C&G = CURB & GUTTER
- - - - -
CLF = CHAIN LINK FENCE
COL = COLUMN
DATE
D.E. = DRAINAGE EASEMENT+�
D.M.E. = DRAINAGE & MAINTENANCE
2a
EASEMENT
D/W = DRIVEWAY
EB = ELECTRIC BOX
l�
ENC. - ENCROACHMENT
- r
EP = EDGE OF PAVEMENT
I
EW = EDGE OF WATER
_
FDH - FOUND DRILL HOLE
_
FF = FINISHED FLOOR ELEVATION
FIP = FOUND IRON PIPE (NO ID)
) L+-•�LI!'+^.CE WITH ALL FEDERAL
FIR = FOUND IRON ROD (NO 10)
,
FN = FOUND NAIL (NO ID)
FPL = FLORIDA POWER & LIGHT
-IJ Y n• I. F S A'ID REGULATIONS
TRANSFORMER PAD '
L.E. = LANDSCAPE EASEMENT I
L.M.E. = LAKE MAINTENANCE EASEMENT
(M) = MEASURED
nl- -
BW-
MDCR = MIAMI-DADE COUNTY RECORDS
MH = MAN HOLE
ML = MONUMENT LINE
(P) = PLAT
PROPERTY ADDRESS:
PB = PLAT BOOK
150 NE 94TH STREET, MIAMI SHORES, FL. 33138
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PAGE EQUIPMENT PAD
PG =
LEGAL DESCRIPTION:
PI - POINT OF INTERSECTION
LOTS 8 AND 9, BLOCK 22, OF AN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO
PL - PLANTER
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
POINT OF BEGINNING
POB - POINT OF COMMENCEMENT
POC =
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PRC - POINT OF REVERSE CURVATURE
PRM = PERMANENT REFERENCE
MONUMENT
PT - POINT OF TANGENCY
FLOOD ZONE INFORMATION:
R = RADIUS DISTANCE
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
(R) = RECORD
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09
R/W = RIGHT-OF-WAY
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN
RES = RESIDENCE
ZONE X BASE FLOOD ELEVATION L COMMUNITY NAME & NUMBER VILLAGE F MIAMI
SIP =SIP LBN
= SND SET NAIL IL & DISK LB/j8023
SHORES 120652 MAP & PANEL NUMBER 12086C0302 SUFFIX 4
STL = SURVEY TIE LINE
SWK = SIDEWALK
SURVEYOR'S NOTES:
UB )
UTILITYAL
U.E. = UTILITY EASEMENT
1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM
W/F = WOOD FENCE
(NGVD 1929).
2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND
UTILITIES UNLESS OTHERWISE NOTED.
SYMBOLS:
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO
❑T = TELEPHONE RISER
MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS,
0 = CABLE TV RISER
RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
0 = WATER METER
4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
X 0.00 = ELEVATION
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
00' = ORIGINAL LOT DISTANCE
( )
THIS FIRM.
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
A = CENTRAL ANGLE
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
= CENTER LINE
DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE.
7. FENCE OWNERSHIP IS NOT DETERMINED.
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
I�WVI = WATER VALVE
W
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
= CURB INLET
THE SIGNING PARTY(IES).
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
p-�
yUQ = FIRE HYDRANT
94TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E.
j' = LIGHT POLE
CERTIFIED TO:
= CATCH BASIN
STEFANO CARNIATO
= UTILITY POLE
OD = DRAINAGE MANHOLE
REVISION(S):
= SEWER MANHOLE
08/29/19 - UPDATED WEST SIDE (CONC TITLES), JOB#19084458
= IRON FENCE
¢ = WOOD FENCE
-• = CHAIN LINK FENCE
-- - = OVERHEAD UTILITY WIRE
LLLLLILLLL.
ASPHALT CONCRETE PAVERS TILES COVER
SURVEYOR'S CERTIFICATE:
OF FIELD WORK:
OF
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
05103119DATE
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE
JOBJ/' 19044066
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
DRAWN BY NICK
AUTHENTIC COPIES OF THIS
CAD FILE. CARNIA70
SEAL l j/
SURVEY SHALL BEAR THE (/
ORIGINAL SIGNATURE AND
SHEEF 1 OF 1
RAISED SEAL OF THE NICOLAS DEL VENTO
ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER
SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945
'1V�AP O F B O LTND ARY S LTRVE Y LEGEND �+ CERTIFlCATE OF AUTHORIZAlON / LB- 11
ABBREVIATIONS: S u rVey P I ros r1 C.
(0
NORTH
SCALE: 1 "=20'
O
Ln
r7
256
B.C. FI.P.1/2' in
FIP. 112' NO CAP
NO CAP
m
N.E.94th STREET
BOB:N90"00'00"E
50'TOTAL RIGHT-OF-WAY
20'ASPHALT PVMT.
27 PWY
21.0'
y4 sCONC.SWK 5 t ~ • 100.00'4
29.0' 14.6,1
4 y'`
LOT-9
BLOCK -22 4
5
u: � S
3 v
co �
2.0' CONC TILE a
15.0' Ln'w
i 1.9 'S N 1.9'
5.45' b 9.10' 1
28.00' 01 , 'T",
ON PL I IN LL1.7-L CONC TILE
�'- in 22.80'
L
M 6.0 iD 0.60' rn
WATER PUMP 5.i �j 12.55' co '
3.70'X2.0' L I _
L4
L',�
LL
LL
LOT -10 p
o.`0 _'
BLOCK-22 u?
L_
N_LN
L-
LL
000
v
cN-
P.E.
L32'
.
in
3.5OX3.35'
u?
r
F.I.P. 112'
NO CAP
I to
t3' 13.45'
0 8710.0'
LLLL
m I I_LL
1.4'_�
L
LP- N` Z IL
a
c+ O'oi N
L-
�LLN
0 1 0.90'�'_CONCI
20.35'
I
ONE STORY
RE5. # 150
I
47.00' 1
-
FPL RI A
A = ARC DISTANCE
AC = AIR CONDITIONER PAD
BCR = BROWARD COUNTY RECORDS
BLDG = BUILDING
BM= BENCH MARK
BOB = BASIS OF BEARINGS
CBS - CONCRETE BLOCK & STUCCO
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
Tel: 305.767.6802
www-survey-pros_com
(C) = CALCULATED
C&G = CURB & GUTTER
CLF = CHAIN LINK FENCE
COL = COLUMN
D.E. - DRAINAGE EASEMENT
••••
D.M.E. = DRAINAGE & MAINTENANCE
•
"••••
EASEMENT
♦ •
•••••
O
tf')
D/W = DRIVEWAY
EB = ELECTRIC BOX
• f • • ♦ s s •
s •
• •
ENC. = ENCROACHMENT
I
• •
ED • f • • • • so •
•
• s • • •
r
EP = EDGE OF PAVEMENT
•
EW = EDGE OF WATER
• : • • • • •
f
FDH = FOUND DRILL HOLE
FF = FINISHED FLOOR ELEVATION
�/
M
MAY
7
• • • •
19
: • • • •
FIP = FOUND IRON PIPE (NO ID)
j
f ♦ f f f •
FIR = FOUND IRON ROD (NO ID)
• • • • ♦
• • sib
•
'h
FN = FOUND NAIL (NO ID)
POWER &LHT
IG
�v,
11
- ••:••: •••• :
f••••
4
= - D
TRANSFORMER PAD
a--
• • • •
• • t • • •
L.E. = LANDSCAPE EASEMENT
•
L.M.E. = LAKE MAINTENANCE EASEMENT
• • • • • •
_ •
U)
F.I.P.112'
(M) = MEASURED
• • •
• • • • f
M
MDCR = MIAMI-DADE COUNTY RECORDS
• • • • • •
O
NO CAP
MH = MAN HOLE
•
s •
ML = MONUMENT LINE
• • :
: - • s •
LOT-8
(P) = PLAT
PROPERTY ADDRESS: • •
• • •
0) BLOCK -22
O)
N
29.48'
f7 PL u u u
�
O
O
cVL10
PERGOLA
.20'
WOOD
DECK
N
29.62'
T 1.50'
r�•.•,•�r.•sfa
'I•
65.25' 6'W.F
10'ASPHALT PVMT.
-- - - - - - -
-19 BLOCK -22. LOT-20BLOCK-22
4.8'
N F-
15'
LOT-21BLOCK-
0
C6
PB = PLAT BOOK
150 NE 94TH STREET, MIAMI SHORES, FL. 33138 • • •
• . • •
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PE = POOL EQUIPMENT PAD
LEGAL DESCRIPTION'
PG PACE
PI = POINT OF INTERSECTION
LOTS 8 AND 9, BLOCK 22, OF AN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO
PL = PLANTER
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
POB = POINT OF BEGINNING
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
POC = POINT OF COMMENCEMENT
�C•�
PRC = POINT OF REVERSE CURVATURE
0.1 O
PRM = PERMANENT REFERENCE
MONUMENT
PT = POINT OF TANGENCY
FLOOD ZONE INFORMATION:
R = RADIUS DISTANCE
BASED ON THE FLOOD. INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
) = RECORD
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09
!R_
/W = RIGHT-OF-WAY
THE GRAPHICALLY DEPICTED BULDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN
S = RESIDENCE
ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME & NUMBER VILLAGE F MIAMI
IP = SIP LB#8023
NO = SET NAIL & DISK LB#8023
SHORES 120652 MAP & PANEL NUMBER 12086CQ302 SUFFIX L
TL = SURVEY TIE LINE
= SIDEWALK
SURVEYOR'S NOTES:
P) = TYPICAL
i
'
= UTILITY BOX
U.E. = UTILITY EASEMENT
1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM
W/F = WOOD FENCE
(NGVD 1929). -
r
2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND
SYMBOLS:
-
UTILITIES UNLESS OTHERWISE NOTED.
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN RF-GARDS TO
OT = TELEPHONE RISER
MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHT: OF WAYS,
Lf) LOT- %
® = CABLE TV RISER
RESERVA-ONS. ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
/tom,
® = WATER METER
4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
ti BLOCK-22 t x
(�iy�
1
X 0.00 = ELEVATION
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
THIS FIRM.
r 1 rv'10
(00') = ORIGINAL LOT DISTANCE
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
L
A = CENTRAL ANGLE
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
1
DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE.
t
= CENTER LINE
7. FENCE OWNERSHIP IS NOT DETERMINED.
wV
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
Z
= WATER VALVE
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
I
F
= CURB INLET
THE SIGNING PARTY(IES).
QQ
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
g
- FIRE HYDRANT
94TH STREET HAS BEEN ASSIGNED A BEARING OF N90-00'00"E.
W
m LL
_ LIGHT POLE
R
CERTIFIED TO:
- Q
=CATCH BASIN
STEFANO CARNIATO
> ` n
, = UTILITY POLE
f'1 Q
00 = DRAINAGE MANHOLE
9)I
W
O = SEWER MANHOLE
M u
�- = IRON FENCE
.
= WOOD FENCE
j
T
= CHAIN LINK FENCE
• •
OVERHEAD UTILITY WIRE
- _ O
ASPHALT CONCRETE PAVERS TILESt COVER
0.20' a LJ
SURVEYOR'S CERTIFICATE:
G v ¢
�-W
FLP. f/2'
1 HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
DATE OF FIELD WORK:
05/03/t9
CJ
r� =
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET
5, �. NO CAP I 2 I ) n
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMIMSTRAIVE
JOBf- 19044066
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
DRAWN BY NICK
J
0_
AUTHENTIC COPIES OF THIS
CAD FILE: CARNIATO
SURVEY SHALL BEAR THE SEAL
O
ORIGINAL SIGNATURE AND
SHEET I OF 1
RAISED SEAL OF THE NICOLAS DEL VENTO
- - - = - - -
ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER
T
LOT-22BLOCK-22
SURVEYOR AND MAPPER STATE OF FLORIDA L!C. N 6945
I
BOUNDAR Y SUR VEY
LOCH TION MAP
NOT TO SCAF
N.E. 15th AVENUE
(n —
c�
D ® LOT 15
LOT 14 Z
rrn T
LOT 16 LOT 13 1 11
LOT 17 LOT 12
N
O LOT 1T
OT 11
LOT 19OT 10 r^
LOT 20OT 9LOT 21LOT 8 T
LOT 22 LOT 7
LOT 23 - LOT 6
F7�ami Shc-ee V'-',fj�01
� 1�
l APPROVED Dy D FATE (I,--,
jvS3�
ZONl�:G DFP f i
p LRI-DIG DI -PT
l
CT 17 CC)'.'P' IA" ';I_ V.9-Ii ALL FF D—RAL
PROPERTY ADDRESS: 150 NE 94 ST., MIAMI SHORES, FL. 33138
LEGAL DESCRIPTION: LOTS 8 AND 9, BLOCK 22, AMENDED PWIOF MIAMfSHORn**:-
SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS R"RRED IN'VIAT 900 K100�•
PAGE 70, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FL044. • • •
SURVEYOR'S NOTES: • • • • • • • • • • •
• • • •••••
1) OWNERSHIP SUBJECT TO OPINION OF TITLE. • • • • • • •. • • • • • • •
2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSFp j4RyjYOR AND MAPPER. •
3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INZRAft: •
4) LEGAL DESCRIPTION PROVIDED BY CLIENT. • � • • • • • •
5) UNDERGROUND ENCROACHMENTS NOT LOCATED. • • • • • •
6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. • • • i • • • • • •
••••
7) OWNERSHIP OF FENCES ARE UNKNOWN.
8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
THIS COUNTY.
9) CONTACTTHE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDIN%3 AND ZONING INFORMATION.
10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,
AFFECTING THIS PROPERTY.
11)ELEVATIONS BASED OFF OF BM# N-568 LOC# 3100 ELEV. 9.65' t
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNNG PARTY OR PARTIES IS
PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
BEARINGS WHEN SHOWN ARE REFERRED TP AM ASSUMED VALUE OF SAID PB: 10 PG: 70
- CONCRETE
B.C.- BLOCK CORNER
U.E.= UTILITY EASEMENT
P.R.C.= POINT OF REVERSE CURVE
ELEV.- ELEVATION
®- CONC. BLOCK WALL
Q = PROPERTY LINE
A.E. - ANCHOR EASEMENT
CH - CHORD
SEC = SECTION
I HEREBY CERTIFY THAT THE SURVEY
SINCE 1987
NOT VALID UNLESS EMBOSSED WITH
® = WOOD DECK
®= COVERED AREA
CENTER LINE
MONUMENT LINE
D.E. = DRAINAGE EASEMENT
E.
CH. BRG.= CHORD BEARING
B.M.- BENCH MARK
7WS.= TOWNSHIP
REPRESENTED THEREON MEETS THE MINIMUM
BLt1LVl.0 SURVEYORS INC.
SURVEYOR'S SEAL.
�= ASPHALT
ALC.= CALCULATED
M = FIELD MEASURED
F.F.ENCR.-EL - FINISHED
F.F. ELEV. = FlNISHID
FLOOR
B.R.= BEARING REFERENCE
RG. - RANGE
SWK= SIDEWALK
TECHNICAL REQUIREMENTS ADOPTED BY THE
STATE OF FLORIDA BOARD OF LAND SURVEYORS
—x-x-= CHAIN LINK FENCE (CLF)
P. - PER PLAT
ELEVATION
P.O.A.= POINT OF COMMENCEMENT
PURSUANT TO SECTION 472.027 FLORIDA
Engineers • Land Surveyors • Planners • LB # 0007059
WOOD FENCE (WF)
TYP. - TYPICAL
N.T.S.= NOT TO SCALE
P.O.B.= POINT OF BEGINNING
T.B.M = TEMPORARY BENCH MARK
STATUTES.THERE ARE NO ENCROACHMENTS,
OVERLAPS, EASEMENTS APPEARING ON THE PLAT
555 NORTH SHORE DRIVEink
= IRON FENCE (IF)
A - ARC DISTANCE
P.R.M.-PERMANENT
REFERENCE MONUMENT
P.B.= PLAT BOOK
O.R.B.= OFFICIAL RECORD
P.O.B.= POINT OF BEGINNING
T.B.Mr
OR VISIBLE EASEMENTS OTHIM THAN AS SHOWN
MIAMI BEACH, FL 33141
L= LENGTH
P.C.P.= PERMANENT CONTROL
POINT
BOOK
TEMPORARY BENCH MARK
FD. LR. - FOUND IRON REBAR
HEREON. _
r '
305 865-1200 Email: blancosufVe orsin,./,� ahoo.com Fax: l305 865-7810
y wy
o= CENTRAL ANGLE / DELTA
M.H.- MAN HOLE
FD. P.K.NAIL =FOUND PARKER-KALON NAIL
`
R = RADIUS
FD. NAIL =FOUND NAIL
C.B.S.= CONCRETE Eq.00IC
P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER
_
I t'
FLOOD ZONE: X
SUFFIX: L FEMA DATE: 09 / 11 / 09 BASE: N/A
T = TANGENT
FD. D/H -FOUND DRILL H
STRUCTURE
A/C =AIR CONDITIONER PAD
P.T. - POINT OF TANGENCY
FD. 1/2' I.P. - FOUND IRON
BLDG - BUILDING
TX- TRANSFORMER
4
REVISED:
P.C. -POINT of CURVATURE
PIPE 1/2- DIAMETER
OVERHEAD UTILITY
P.P.- POWER POLE
PANEL: 0302
COMMUNITY # 120652
P.C.C.= POINT OF COMPOUND
ND
CURVE
C.M. =CONCRETE MONUMENT
LING
TEL= TELEPHONE FACILITIES
D.M.E.= DRAINAGE A: MAINTENANCE EASEMENT
ADIS NNUNEZ
DATE:
SCALE:
DWN. BY:
JOB No.
C.B.= CATCH BASIN
W.M.= WATER METER
0.0'- EXISTING ELEVATION
REGISTERED LAND SURVEYOR
CAN = CABLE UTILITY BOX
R/W - RIGHT OF WAY
STATE OF FLORIDA #5924
3/14/19
1" = 20'
R.BELLO
19 - 243
c
MAP OF BOUNDARY SURVEY
(D
NORTH
SCALE: 1 "=20'
0
t`
256.40'1
B.C. V F.I.P. 112' in
F IA 112' NO CAP
NO CAP
N.E,94th STREET
Ry TOTAL RIGHT-OF-WAY
20'ASPHALTPVW..
P4 Vd ri rh'A
21.0'
i r �
va v 5'CONC. S'WK ` r 100.001
v
29.0' 4.6
LOT-9
BLOCK-22 4
Lc
zo
2 0' CONC TILE
15.0,
`
D
O
ai
04
N
26.00' i
ON PL
N -L
inGLL
-5.
WATER PUMP
'
3.7O'X2.0'
L I
LR
L!p
L_L
LOT-10 b
O'7
BLOCK-22 Lf?
N_L
�
eN-
L
P. E.
L ;
<4'
0.60' 13.0' o o79V'CONC
12.55' " 20.35'
ONE STORY
RES. # 50
- I
0
N
V
L�
3.5OX3.35' L " �?
L', PH
3.4'
1.3' .7
13.45'
87 r-
10.0'
LLLL
n
fD I LLL
6.25'
3.4'
0.10
1.4 _ to
E� cv`
_
O u-
Z
co
L i- c�i
LLLL : ` 4 2'
lrif
-LLL A 7.1
Elf. 1/2'6o y
NO CAP ui
14.55'
En
n
47.00'
WOOD DEC
38.61
O
PTEP5
5. 5'X2.0
3.9 2'
0
C4
3 T 1 65.25'
0
to
n
v FIA 112'
p NO CAP
LOT-8 m
m BLOCK-22
N
29.48'
O
AC
�
N
N
PERGOLA
WOOD
DECK
610.20'
O
�29.62'
3
zo
0
LO LOT-7
N BLOCK - 22
�.yL.,2u!........-:FAN
• : 1 06
POOL
.n=
�r O
I:.:......�......._9e::::�::.........-ems•• �:�il_•��•
NO CAP
• • • •
a
•
- - - - - - - - - - - - - - - - -
LOT-19BLOCK-22, LOT-20BLOCK-22 LOT-21BLOCK-22 T -
LOT-22BLOCK-22
ND
CERTIFlCATE OF AUTHORIZATION f LB-.23
VIATIONS:
�+
S u rVey P ros, 1 n c.
DISTANCE
CONDITIONER PAD
TBOB
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
OWARD COUNTY RECORDS
Tel: 305.767.6802
UILDING
CH MARK
www. au rvey-p ros. com
ASIS OF BEARINGS
NCRETE BLOCK & STUCCO
(C) = CALCULATED
C&G = CURB & GUTTER
CLF = CHAIN LINK FENCE
COL = COLUMN
D.E. = DRAINAGE EASEMENT
_ • • • •
D.M.E. = DRAINAGE & MAINTENANCE
i� • •
EASEMENT
• • •••• •••••
D/W = DRIVEWAY ��
• • • •
EB = ELECTRIC BOX t
ENC. = ENCROACHMENT t
EP = EDGE OF PAVEMENT
• • • • • • • •
• • • •
- •••••• •• • •••••
'"
EW = EDGE OF WATER
• • • • • • • •
FDH = FOUND DRILL HOLE ii44
••••••
FF =FINISHED FLOOR ELEVATION
• • • • • • • •
FIP = FOUND IRON PIPE (NO ID) }r)
` :•••••
••••••
FIR = FOUND IRON ROD (NO ID)
i
-:,._ -. v •• •••
• •
FN =FOUND NAIL (NO ID)
•••••• ••• • •••••
FPL = FLORIDA POWER & LIGHT
• • • •
TRANSFORMER PAD
• • • • • • • • • • • •
L.E. = LANDSCAPE EASEMENT
,�; •
L.M.E. = LAKE MAINTENANCE EASEMENT
• • • • • • • •
(M) = MEASURED
• • • •
MDCR =MIAMI-DARE COUNTY RECORDS
• • • • ••••••
••••••
MH =MAN HOLE
• • • •
ML =MONUMENT LINE
(P) = PLAT
•
• • • • • • • • •
PROPERTY ADDRESS: • • • • • • • •
PB - PLAT BOOK
150 NE 94TH STREET, MIAMI SHORES, FL. 33138 • • •
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PE = POOL EQUIPMENT PAD
LEGAL DESCRIPTION:
PG =PAGE
PI = POINT OF INTERSECTION
LOTS 8 AND 9, BLOCK 22, OF AN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO
PL = PLANTER
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10. PAGE 70, OF THE PUBLIC
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PRC = POINT OF REVERSE CURVATURE
PRM = PERMANENT REFERENCE
MONUMENT
FLOOD ZONE INFORMATION:
PT = POINT OF TANGENCY
R = RADIUS DISTANCE %
•�
-RASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
(R) RECORD V
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09
R/W = RIGHT-OF-WAY
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN
RES = RESIDENCE i
ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME & NUMBER VILLAGE F MIAMI
SIP = SIP LB#8023 ) o
SND = SET NAIL & D:SK LB#80�3 7 (.O�J
SHORES 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX L
STL = SURVEY TIE LINE
SWK = SIDEWALK
NOTES:
•
(TYP) = TYPICAL§URVEYOR'S
UB = UTIUTY BOX
U.E. =UTILITY EASEMENT. .,-
ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM
W/F = WOOD FENCE
(NGVD 1929).
2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS. OR UNDERGROUND
SYMBOLS:
UTILITIES UNLESS OTHERWISE NOTED.
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO
Q = TELEPHONE RISER
MATTERS OF INTEREST BY OTHER PARTIES. SUCH AS EASEMENTS, RIGHTS OF WAYS,
® = CABLE TV RISER
RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
0 = WATER METER
4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
X 0.00 = ELEVAPCN
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
THIS FIRM.
(DO-) = ORIGINAL LOT DISTANCE
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
A = CENTRAL ANGLE
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
Ct
DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE.
= CENTER LINE
7 FENCE OWNERSHIP IS NOT DETERMINED.
YN
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
= WATER VALVE
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
= CURB INLET
THE SIGNING PARTY(IES).
g N RUNE OF NE
= FIRE HYDRANT
94TH.;�REE T� H y� A.ED A BEARING OF N90'00'00"E.
V
i f 1
= LIGHT POLE
CER.CiE1Fn T I,aml Shcres Vif'ag-3
E] = CATCH BASIN
ITEFANO CARNIATO
"o, = UTILITY POLE
APPROVED BY DATE
Op = DRAINAGE MANHOLE
O = SEWER MANHOLE
ZONING DEPT
- =IRON FENCE
- = WOOD FENCE
- = CHAIN LINK FENCE
1-'LDG DEPT
OVERHEAD UTILITY WIRE
Q
E] z
SL J -CT fO CC, kiPLIANCE WIT JiLLFECEPAL
ASPHALT CONCRETE PAVERS TILES COVER
STr-rb p._ `r v
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND -BELIEF AS
"AND
DALE 0 /ELO 1til6RK:
05103l19
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION MEETS THE MINIMUM TECHNICAL STANDARDS SET,
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE
JOBJ: 19044066
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
DRAWN BY- NICK
AUTHENTIC COPIES OF THIS •
CAD FILE: CARNIA70
SURVEY SHALL BEAR THE SEAL
ORIGINAL SIGNATURE AND
SHEET 1 OF 1
RAISED SEAL OF THE NICOLAS DEL VENTO
ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER
SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945
z�'omg
� i
O
O .i
I
9 _ _ 127.50' (P&M) 25.OD' 1 37.50'
I y
r4O',{ 'ru.b C o PA VERS o o _� 8956'15" co
PAVERS co i o w . 00 l4. o N
00' Jv
37.20' v 17. 00� r o o 2 O
j 47.50' o .
i .00' 42.80'
24!v' - , i o I a'
s � 3-�RT • o
O
I — - 17.55' O m
18.10' 'Z 3.977 co 0
I B 70 —_ y 12.35' o Z rp Q)) m 4. 00' /
I 8.80' I --- �a�2.00 `O � �� x j /� O `D Z
I o —/ Z T
+5.3' o 2 O f �n O o c cvnfv '11
19 65' 5.0' w m
cn o
r o C) u)
m .► t O r
O 0 17, 75' 790
O o 00 0 IR, 3 0�
O r ° �z rn
1 0 1 I I R 42, 900' 29.98' cn ~ I 1 11
I a 54.62' o '` 1 T O M
0 6. oo' Z
18.50'
�P
FIN, m v
41 a
12.80' _
cn 18. 0 /'
ON' PL 'o '-
t
90'0345'
3,'.50'
of o 127.50' (P&M) o z71
o
I
N �
N i
I j .
BOUNDARY SURVEY
LOCAT/ON MAP
NOT TO SCALF
N.E. 15th AVENUE
U -
r- gj
F— LOT 14 Z
fTl TT
LOT 13LOT 12 �0 OT 11
LOT 19 LOT 10 co
LOT 20 LOT'3 rr^)
LOT 21 LOT 8 I M l
LOT 22 LOT 7 '�' 1 j
_LOT 23 - LOT 6 1
1-11ami
d- APPROVED BY i CA—C
10"ING DEPT
O f�LDC D" PT
tii'F+ II_CTTO COMPLIA�.Cf- 'vlIII ALL F I)F 11AI 1
nw T� _-r" IN 7Y F I ' S A' ' F -
PROPERTY ADDRESS: 150 NE 94 ST., MIAMI SHORES, FL. 33138
••.•
LEGAL DESCRIPTION: LOTS 8 AND 9, BLOCK 22, AMENDE41364%OF MIAMPSHORE9••••
00
SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS R"J4ED IN+ALAT%OOK 10,•�
00
PAGE 70, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLO&DA ••����
.00: . ••.•••
SURVEYOR'S NOTES: o : : •.•.•
� • • • • � • •
1) OWNERSHIP SUBJECT TO OPINION OF TITLE. • • • • . • • • • •
2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSgQ 4L"VIYOR AND MAPPER. • • • • • •
3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSPRAMCEP •
4) LEGAL DESCRIPTION PROVIDED BY CLIENT. • • • • • •
5) UNDERGROUND ENCROACHMENTS NOT LOCATED. • • • • • •
6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. • • • • • • • • •
7) OWNERSHIP OF FENCES ARE UNKNOWN. • • • •
8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
THIS COUNTY.
9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION.
10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,
AFFECTING THIS PROPERTY.
11)ELEVATIONS BASED OFF OF BM# N-568 LOC# 3100 ELEV. 9.65'
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
BEARINGS WHEN SHOWN ARE REFERRED TP AM ASSUMED VALUE OF SAID PB: 10 IPG: 70
— CONCRETE
®- CONC. BLOCK WALL
B.C.= BLOCK CORNER
Q - PROPERTY LINE
U.E.- UTILITY EASEMENT
A.E. - ANCHOR EASEMENT
P.R,C,- POINT OF REVERSE CURVE
CH'- CHORD
ELEy,= ELEVATION
SINCE 1987
= WOOD DECK
®= COVERED AREA
CENTER LINE
MONUMENT LINE
D.E. = DRAINAGE EASEMENT
ENCR.- ENCROACHEMENT
CH. BRG.= CHORD BEARING
B.M.= BENCH MARK
SEC.= SECTION
TWS• =TOWNSHIP
I HEREBY CERTIFY THAT THE SURVEY
REPRESENTED THEREON MEETS THE MINIMUM
RT �7
BLANCO SURVEYORS INC.
NOT VALID UNLESS EMBOSSED WITH
S
SEAL
ALC.= CALCULATED
F.F. ELEV. - FINISHED
B.R.= BEARING REFERENCE
RG. = RANGE
TECHNICAL REQUIREMENTS ADOPTED BY THE
SURVEYOR'S
_ = ASPHALT
— X—X-- CHAIN LINK FENCE (CLF)
M.- FIELD MEASURED
P. — PER PLAT
FLOOR
P.O.A - POINT OF COMMENCEMENT
�= SIDEWALK
STATE OF FLORIDA BOARD CF LAND SURVEYORS
PURSUANT TO SECTION 472.027 FLORIDA
Engineers • Land Surveyors • Planners • LB # 0007059
�.
WOOD FENCE (WF)
TYP. = TYPICAL
ELEVATION
N.T.S.= NOT TO SCALE
P.O.B.— POINT OF BEGINNING
T.B.M.- TEMPORARY BENCH MARK
STATUTES.THERE ARE NO ENCROACHMENTS,
555 NORTH SHORE DRIVE
�
�r IRON FENCE (IF)
P.R.M.= PERMANENT
P.B.= PLAT BOOK
P.O.B.- POINT OF BEGINNING
OVERLAPS. EASEMENTS APPEARING ON THE PLAT
A - ARC DISTANCE
REFERENCE MONUMENT
O.R.B.— OFFICIAL RECORD
T.B.M.- TEMPORARY BENCH MARK
OR VISIBLE EASEMENTS OTHER THAN AS SHOWN
MIAMI BEACH, FL 33141
'
L- LENGTH
n= CENTRAL ANGLE DELTA
/
P.C.P.= PERMANENT CONTROL
POINT
BOOK
M.H.- MAN HOLE
FD. I.R. — FOUND IRON REBAR
HEREON.
305 865-1200 Email: blanCOsurVe orsinc ahoo.com ( )
( ) Y @Y Fax: 305 865-7810
R -RADIUS
FD. NAIL -FOUND NAIL
C.B.S.— CONCRETE BLOCK
FD. P.K.NAIL - FOUND PARKER—KALON NAIL
P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER
FLOOD ZONE: X
SUFFIX: L FEMA DATE: 09 / 11 ! 09 BASE: N/A
T -TANGENT
P.T. - POINT OF TANGENCY
FD. D/H — FOUND DRILL H
FD, 1/2" I.P. — FOUND IRON
STRUCTURE
BLDG - BUILDING
A/C - AIR CONDITIONER PAD,
TX- TRANSFORMER
1
i
REVISED:
P.C. - POINT OF CURVATURE
P.C.C.— POINT OF COMPOUND
PIPE 1 2• DIAMETER
/
C.M. =CONCRETE MONUMENT
O.H.L— OVERHEAD UTILITY
LINES
P.P.- POWER POLE
PANEL: 0302
COMMUNITY # 120652
CURVE
C.B.- CATCH BASIN
W.M.= WATER METER
TEL- TELEPHONE FACILITIES
D.M.E.- DRAINAGE & MAINTENANCE EASEMENT
0.0'= EXISTING ELEVATION
ADiS N. NUNFZ
,
DATE:
SCALE:
OWN. BY:
JOB NO.
CAN =CABLE UTILITY BOX
R/W —RIGHT OF WAY
REGISTERED LAND SURVEYOR
STATE OF FLORIDA /5924
3/14/19
V. = 20'
R.BELLO
19 - 243
MAP OF BOZJNDARY SZJRVEY
(D
NORTH
SCALD 1"=20'
B.C.
FIA 112'
NO CAP
0
In
1\
Ir)
27 PWY
N.E.94#7 STREET
BOB:N9(
50' TOTAL RIGHT-OF-WAY
20'ASPHALT PVMT.
21.0'
h
156.40' 5'CONC. SWKr 00.O0r 4 S.
V. y 4.
FI.P.112' ui 29.0' 4:6%
NO CAP I
4 yti 1
LOT-9
t CN PL
WATER PUMP_
3.70'X2.0'
BLOCK - 22 4
LL �4 ti
. 5
2.0' CONC TILE .
15.0'
1 1.9'.,., 1.9'
28.00' 20 5.45' a 9.10' 1
`, .
Lo
' L
L
LOT- 10 p 0.701 _7
BLOCK 22 U? Lo-
L_
cq
v, O
N-LN 04
CV L Z cV
P. E.- ? 2'
'
L CONC TILE _L �2.1 04
22.80' N '
.60' _b 13.0' 0 0.90' CONC
12.55' `' 20.35'
1
ONE STORY 1
RES. # 150
u,
L!
cr 3 5OX3.35'
Loi 3.3'
L
F-
L P.H.
n
j3.4'
1.3.7
13.45'
c
c a-
87'1 �_
� LLLL
10.0'
F
Z O r-
6 I
�I LL
-:
-
3.4'
LLI 0.10'
'
' 1.4
L �+
L1= `�` b Z ,1
�1
0 Do
U J
Z �
_
�_2
N - Q
-yi Y N
�. c6
_�
O.Q 6
N L
Ile
Q
' ' F
z .
LLB
C) J 2'
0.50'
1
t- p
LL
LLLL 5 2'
r
n
il
C
r1
lL F- I
Q
ih-LLL
t^' I
% ` ,
'
C
C II
1r
'_•
L U 2
C. ` 1 FLP.'.12'
C NO CAP
'
8.6' o
a.
o
14.55'
IA
n
1.40'
47.00'
WOOD DEC
b 38.6
TEP5
5.f5'X2.0
I 1
4 q3.9 J2'
v 1
6.25' N 1 3
65.25'
v F.I.P. 112'
p NO CAP
LOT-8 m
0) BLOCK-22
N
29.48'
o
-
NPERGOLA
rxe-_Z-m
10.20'
WOOD
DECK
0
29.62'
.50'
� emu■
ar�i���rrrrr��rrrrrR�illTirrrrrrrrrrrrrrr m
._ our roar ■uuuoruiiiiiouoo.rrrl�ii4
: 1
HE
iii�
••
iii
f.,co POOL
�•iiioorrrrrm
M
muo►orm oorru rm� rtrorr��A���iriiimuuorrmrriiiii o�oimrrrmur.�-.
1 nT - 1.4 RI OrK - 22 I nT _ 90 RI OrK . :
65.25'
1 6' W.F \ i_ 4.8'
0
OD
• vv•vv
10'ASPHALT PVMT 15�'� ALLEY z
..O
1 nT _ 91 RI Or;(- 99
U_
e
O
LO LOT-7
N BLOCK-22
T_
0.20
F.LP. 12'
NO CAP
rl nT - 99 RI nrW _ 99
LEGEND
CERTIFICATE III AUTHORIZATION i LB-.23
ABBREVIATIONS:
survey Pros, I n c _
A = ARC D'STANCE
AC = AIR CONDITIONER PAD
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
BCR = BROWARD COUNTY RECORDS
Tel: 305.767.6802
BLDG = BUILDING
BM = BENCH MARK
www. su rvey-pros. com
BOB = BASIS OF BEARINGS
CBS = CONCRETE BLOCK & STUCCO
(C) = CALCULATED
C&G = CURB & GUTTER
CLF = CHAIN LINK FENCE
• • • •
COL = COLUMN
D.E. = DRAINAGE EASEMENT
• •
• • • • • • • • • • • •
D.M.E. - DRAINAGE & MAINTENANCE
• • • •
• ••
EASEMENT
•• ••••••
D/W = DRIVEWAY
•••••• •• • ••••••
EB = ELECTRIC BOX
•
ENC. = ENCROACHMENT
000000 • • •
EP = EDGE OF PAVEMENT
• • • • • •
EW - EDGE OF WATER
• • • • • • • •
FDH = FOUND DRILL HOLE
• • • • • • • •
• • • • • •
FF = FINISHED FLOOR ELEVATION
0000
FIP = FOUND IRON PIPE (NO ID)
• • • • • • • • • • • • • •
FIR = FOUND IRON ROD (NO ID)
• • • • •
FIN = FOUND NAIL (NO ID)
• • • • 6096 • • • • • •
FPL = FLORIDA POWER & LIGHT
•
•
TRANSFORMER PAD
• • • •
•
L.E. = LANDSCAPE EASEMENT
• • • • • • • • • •
L.M.E. = LAKE MAINTENANCE EASEMENT
(M) = MEASURED
• • • • •
MDCR = MIAMI-DADE COUNTY RECORDS
• • • • • • • • •
MH = MAN HOLE
• • • • • • • •
ML = MONUMENT LINE
• • •
(P) = PLAT
PROPERTY ADDRESS:
PB - PLAT BOOK
150 NE 94TH STREET, MIAMI SHORES, FL. 33138
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PE = POOL EQUIPMENT PAD
PG = PAGE
LEGAL DESCRIPTION:
PI = POINT OF INTERSECTION
LOTS 8 AND 9, BLOCK 22, OF AN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO
PL = PLANTER
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
POE = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PRC = POINT OF REVERSE CURVATURE
PRIM = PERMANENT REFERENCE
MONUMENT
FLOOD ZONE INFORMATION:
PT = POINT OF TANGENCY
R = RADIUS DISTANCE
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
(R) = RECORD
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09
R/W = RIGHT-OF-WAY
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN
RES = RESIDENCE
ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME & NUMBER VILLAGE F MIAMI
SIP =SIP LB#8023
=
SND SET NAIL &DISK LD�8023
NAIL
SHORES 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX L
STL = SURVEY TIE LINE
SWK = SIDEWALK
SURVEYOR'S NOTES:
UBP) TYPICAL
UTILITY BOX
U.E. = UTILITY EASEMENT
1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTiCAL DATUM
W/F = WOOD FENCE
(NGVD 1929).
2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND
UTILITIES UNLESS OTHERWISE NOTED.
SYMBOLS:
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO
�T = TELEPHONE RISER
MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS - OF WAYS,
® = CABLE TV RISER
RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
® = WATER METER
4. '.HIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
X 0.00 = ELEVATION
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
00' = ORIGINAL LOT DISTANCE
THIS FIRM.
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
A = CENTRAL ANGLE
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
= CENTER LINE
DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE.
7. FENCE OWNERSHIP IS NOT DETERMINED.
WV
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
= WATER VALVE
Dd
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
= CURB INLET
THE SIGNING PARTY(IES).
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
= FIRE HYDRANT
94TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E.
j = LIGHT POLE
CERTIFIED TO:
E] = CATCH BASIN
STEFANO CARNIATO
= UTILITY POLE
Op = DRAINAGE MANHOLE
Q = SEWER MANHOLE
- = IRON FENCE
WOOD FENCE
-•- = CHAIN LINK FENCE
- = OVERHEAD UTILITY WIRE
LLLLLLI
a'
F :.
• l.LLLLLLI
.-Y.� LLLLLLL
ASPHALT CONCRETE PAVERS TILES COVER
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
DATE OF FIELD WORK.
05�03�19
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE
JOB//' 19044066
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
DRAWN BY NICK
I
AUTHENTIC COPIES OF THIS /� ^
CAD FILE. CARN/ATD
SURVEY SHALL BEAR THE SEAL
✓'r' V
ORIGINAL SIGNATURE AND IV( �/��rr..rr//]]
SHEET 1 OF 1
RAISED SEAL OF THE NICOLAS DEL VENTO
ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER
SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945
MAP OF BOUNDARY SZTRVEY
N.E.94th STREET
BOB:N90°00'00"E
50' TOTAL RIGHT-OF-WAY
20'ASPHALT PVMT.
NORTH
SCALE: "=20' � oo
2rPwr
19 18.0' 21.0' 16.0'
1.2'
C V Vr 256.40' i S. ; 4 i y 5 CONC. SOUK 1` ! 9 ��.001
V F.I.P. 112' in 29.0' 4.6:. v,
F.I.P. 112' NO CAP I m
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fY� LOT-9 LOT-8 m
BLOCK - 22 4 i BLOCK-22
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CONC TILE I 29.48'
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04 28.00' 5.45' s.1o'4 1.30'
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3.70'X2.0' L 1 _ I N AC
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----------- --------\ It- ---
LOT-19BLOCK-22! LOT-20BLOCK-22 LOT-21BLOCK-22 TL0T-22BLOCK-22
LEGEND
ABBREVIATIONS:
A = ARC DISTANCE
AC = AIR CONDITIONER PAD
BCR = BROWARD COUNTY RECORDS
BLDG = BUILDING
BM= BENCH MARK
BOB = BASIS OF BEARINGS
CBS = CONCRETE BLOCK & STUCCO
CERI;HCATE OF A111111ZAT10N I LB-.23
survey P nos, 1 n c _
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
Tel: 305.767.6802
www_aurvey-pros.com
(C) = CALCULATED
• • • •
C&G = CURB & GUTTER
• •
CLF =CHAIN LINK FENCE
• •
• • • •
• •
COL = COLUMN
• • •
D.E. = DRAINAGE EASEMENT
• • •
• • •
D.M.E. = DRAINAGE & MAINTENANCE
• • •
EASEMENT
••+�•i•
•• •
••
D/W = DRIVEWAY
• • • • •
a
•
EB = ELECTRIC BOX
•
ENC. = ENCROACHMENT
• • • •
• •
•
EP = EDGE OF PAVEMENT
• •
•ass • •
EW = EDGE OF WATER
• • • •
i
a •
FDH = FOUND DRILL HOLE
FF = FINISHED FLOOR ELEVATION
• • • • • •
• • •
• •
FIP = FOUND IRON PIPE (NO ID)
• •
• s •
FIR = FOUND IRON ROD (NO ID)
• • • •
• • • •
i •
FN = FOUND NAIL (NO ID)
: • •: •;
•
FPL = FLORIDA POWER & LIGHT
TRANSFORMER PAD
• •
• •
a •
L.E. = LANDSCAPE EASEMENT
• •
.a • • • • •
L.M.E. = LAKE MAINTENANCE EASEMENT
• • •
i
•
• a
(M) = MEASURED
• • •
• • •
•
MDCR = MIAMI-DADE COUNTY RECORDS
• • •
MH = MAN HOLE
• • • •
ML - MONUMENT LINE
(P) = PLAT
PROPERTY ADDRESS:
PB = PLAT BOOK
150 NE 94TH STREET, MIAMI SHORES, FL. 33138
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PE - POOL EQUIPMENT PAD
PG = PAGE
LEGAL DESCRIPTION:
PI = POINT OF INTERSECTION
LOTS 8 AND 9, BLOCK 22, OF AN AMENDED PLAT OF MIAMI SHORES, ACCORDING TO
PL = PLANTER
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PRC = POINT OF REVERSE CURVATURE
PRM = PERMANENT REFERENCE
MONUMENT
FLOOD ZONE INFORMATION:
PT = POINT OF TANGENCY
R = RADIUS DISTANCE
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
(R) = RECORD
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09
R/W = RIGHT-OF-WAY
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN
RES = RESIDENCE
ZONE X BASE FLOOD ELEVA•10N N/A COMMUNITY NAME & NUMBER VILLAGE F MIAMI
SIP =SIP LBd
= SND SET NAIL IL & DISK LB#8023
SHORES 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX L.
STL = SURVEY TIE LINE
SWK = SIDEWALK
(TYP) = TYPICAL
SURVEYOR'S NOTES:
UB = UTILITY BOX
U.E. = UTILITY EASEMENT
1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM
W/F = WOOD FENCE
(NGVD 1929).
2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND
SYMBOLS:
UTILITIES UNLESS OTHERWISE NOTED.
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO
❑T = TELEPHONE RISER
MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS,
® = CABLE TV RISER
RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
® = WATER METER
4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
X 0.00 = ELEVATION
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
(00') = ORIGINAL LOT DISTANCE
THIS FIRM.
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
4 = CENTRAL ANGLE
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
= CENTER LINE
DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE.
7. FENCE OWNERSHIP IS NOT DETERMINED.
wV
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
= WATER VALVE
Da
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
= CURB INLET
THE SIGNING PARTY(IES).
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
= FIRE HYDRANT
94TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E.
'YyO
0 = LIGHT POLE
CERTIFIED TO:
Q = CATCH BASIN
STEFANO CARNIATO
= UTILITY POLE
QD = DRAINAGE MANHOLE
O = SEWER MANHOLE
- = IRON FENCE
WOOD FENCE
-= CHAIN LINK FENCE
- = OVERHEAD UT'LITY WIRE
� L LL
ILLLLL
im MLLLLLL
ASPHALT CONCRETE PAVERS TILES COVER
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
DATE OF FIELD WORK.
0510JI19
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE
JOB#: 19044066
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
DRAWN BY. NICK
L
AUTHENTIC COPIES OF THIS �/J
CAD FILE: CARNIATO
/1'7
SEAL
SURVEY SHALL BEAR THE [I //
b y1WU /�f
ORIGINAL SIGNATURE AND
SHEET 1 OF 1
RAISED SEAL OF THE NICOLAS DEL VENTO
ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER
SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945
••
PERMIT ADDRESS: 150 NE 94TH ST PARCEL: 1132060132970
Miami Shores, FL 33138
APPLICATION DATE: 01/14/2019 SQUARE FEET: 400.00 DESCRIPTION: NEW SWIMMING POOL TO RENEW
EXPIRATION DATE: 07/15/2019 VALUATION: $49,000.00 PERMIT#BPP17-2933
CONTACTS NAME
Contractor JOSE QUINONES
JOSE QUINONES
Owner STEFANO CARNIATO
COMPANY
MIAMI CUSTOM SWIMING POOL
MIAMI CUSTOM SWIMING POOL
ADDRESS
1065 BASS PONIT RD
MIAMI SPRINGS, FL 33138
1065 BASS PONIT RD
MIAMI SPRINGS, FL 33138
150 NE 94 ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Planning v.1 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Comments: Plans/Survey do not reflect what was proposed and shows new pavers adjacent to property line.
Planning v.2 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Comments: Plans do not match approved plans.
REVIEW ITEM STATUS REVIEWER
Building v.1 Approved Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
May 22, 2019 10050 NE 2 Ave Miami Shores FL 33138 ~WmPage 1 of„1 w
, , 0 4
�g C. I F�{
III
ills _ slim Miami Shores Village
Building Department
[aiitl9p'
10050 NE 2 Ave, Miami Shores, � F! 133138
Tel: (305)795-2204 • Fax; (305)756-8972
RECEIPT
PERMIT t: 6?9- �1 29 5S DATE: Marc 1 2q ulq
I,
❑ Contractor
Owner
❑ Architect
Picked up 2 sets of plans and (other) TO Y N f(a-Ct 0 hS iY`a UrVIP
Address: ISO ���-
From the building department on this date in order to have corrections done to plans
And/or get County stamps. understand that the plan need to be 'Drought back to Miai-n
Shores Village Building De e t o continua perm fling process.
1
Acknowledged by: GUA z'4
PERMIT CLERK INITIAL: W'^
RESUBMITTED DATE:
PERMIT CI�EARK MITI
Ell
�N7E9so
FAORlVr'
PERMIT ADDRESS: 150 NE 94TH ST PARCEL: 1132060132970
Miami Shores, FL 33138
APPLICATION DATE: 01/14/2019 SQUARE FEET: 400.00 DESCRIPTION: NEW SWIMMING POOL TO RENEW
EXPIRATION DATE: 09/16/2019 VALUATION: $49,000.00 PERMIT#BPP17-2933
CONTACTS NAME
Contractor JOSE QUINONES
JOSE QUIIVONES
Owner STEFANO CARNIATO
COMPANY
MIAMI CUSTOM SWIMING POOL
MIAMI CUSTOM SWIMING POOL
ADDRESS
1065 BASS PONIT RD
MIAMI SPRINGS, FL 33138
1065 BASS PONIT RD
MIAMI SPRINGS, FL 33138
150NE94ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS
REVIEWER
Planning v.1 Requires Re -submit
Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Comments: Plans/Survey do not reflect what was proposed and shows new pavers adjacent to property line.
Planning v.2 Requires Re -submit
Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Comments: Plans do not match approved plans.
Planning v.3 Requires Re -submit
Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Comments: Pavers on the west side do not met the required 3 foot setback which is required and has been discussed with the applicant. Please
make revisions and resubmit.
...
REVIEW ITEM STATUS
REVIEWER
Building v.1 Approved
Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
August 26, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
U.S. bEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
STEFANO CARNIATO
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
150 NE 94 ST
City State ZIP Code
MIAMI SHORES Florida 33138
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOTS 8 & 9, BLK 22, PB 10, PG 70
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. N25°51'39.91" Long. W8001 1'50.91 " Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 1821.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 13
c) Total net area of flood openings in A8.b 2240.00 sq in
d) Engineered flood openings? ❑ Yes N No
A9. For a building with an attached garage:
a) Square footage of attached garage N/A sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? ❑ Yes ❑x No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
VILLAGE OF MIAMI SHORES 120652
MIAMI-DADE
Florida
B4. Map/Panel
Number
B5. Suffix
86. FIRM Index
Date
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s)
Effective/
Revised Date
Zone(s)
(Zone AO, use Base Flood Depth)
12086CO302
L
09-11-2009
09-11-2009
X
N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
CEMA F
orm 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
t
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
150NE94ST
City State ZIP Code Company NAIL Number
MIAMI SHORES Florida 33138
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑x Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters.
Benchmark Utilized: N-568 Vertical Datum: NGVD 1929
Indicate elevation datum used for the elevations in items a) through h) below.
x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE,
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
g) Highest adjacent (finished) grade next to building (HAG)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
structural support
Check the measurement used.
10.00
feet
❑ meters
12.05
feet
❑ meters
N/A
0
feet
❑ meters
N/A
❑x
feet
❑ meters
10.35
x❑
feet
❑ meters
9.85
x❑
feet
[] meters
9.95
❑x
feet
❑ meters
N/A
x❑
feet
❑ meters
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
/ certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No
❑Check here if attachments.
Certifier's Name Licer
ADIS N. NUNEZ 5924
Title
REGISTERED LAND SURVEYOR
Company Name
BLANCO SURVEYORS INC
655 0. SHORE DR
H Mate ZIP Code
Florida 33141
Date Telephone Ext.
03-14-2019 (305) 865-1200
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
LATITUDE AND LONGITUDE OBTAINED USING A GARMIN DEVICE. C2(E) A/C ELEVATION
CROWN OF THE ROAD ELEVATION ON CENTERLINE ON CENTER OF ROAD: 10.31"
BM# N-568 ELEV. 9.65' LOC# 3100
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
Form Page 2 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
150NE94ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or [:]below the HAG.
E3. Attached garage (top of slab) is
❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is []feet ❑ meters ❑ above or
❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? [] Yes No Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or
Address
Signature
Comments
Authorized Representative's Name
City
Date
State
Telephone
ZIP Code
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
❑ Check here if attachments.
Form Page 3 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
150 NE 94 ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
I SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement)
of the building:
G9. BFE or (in Zone AO) depth of flooding at the building site:
G10. Community's design flood elevation:
Name
elephone
Comments (including type of equipment and location, per C2(e), if applicable)
❑ feet ❑ meters Datum
❑ feet ❑ meters Datum
❑ feet ❑ meters Datum
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
❑ Check here if attachments.
Form Page 4 of 6
BUILDING PHOTOGRAPHS
ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1
Expiration Date:ate: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
150 NE 94 ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
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Photo One Caption Photo One _
Clear Photo One
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Photo Two Caption Photo Two
Clear Photo Two
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
Form Page 5 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
150NE94ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and 'Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
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Photo Three
Photo Three Caption
Clear Photo Three
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Photo Four Caption Photo Four
Clear Photo Four
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
Form Page 6 of 6