BPP-09-19-2247, 739 NE 94th StEIvE�]E)
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REMAINDER OF
— LOT -2I
BLOCK - 67
18' ASPHALT i
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N.E. 94th STREET h
CERTIFIED TO:
MARIANA SANTANA
PROPERTY OF: MARIAIVA SANTANA
739 N.E. 94th STREET,
MIAMI SHORES, FLORIDA 33138 -
k/O
LOCATION SKETCH
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LEGAL DESCRIPTION:
LOT 20 AND THE WEST 28 FEET OF LOT 21, BLOCK 67, "MIAMI SHORES SECTION
NO. 3" ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 10,
PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SURVEYOR'S NOTES:
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1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL.
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2) LEGAL DESCRIPTION PROVIDED BY OTHERS.
FLOOD ZONE: X
3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED
MAP &PANEL= 12086C0306 i
ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD.
4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD.
COMMUNITY NO.: 1206t12 _._ _
5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT
SUFFIX." L
LOCATED.
DATE OF FIRM: 09-11-�009
6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929,
7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED.
BASE ELEV. = NIA
8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE.
L.F. ELEV. = 11.06 NO.rES LOWEST HABITABLE FLOOR ELEVATION.
9) WALL MEASUREMENTS ARE TOIFROM FACE OF WALL.
10) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE
ELEVATIONS SHOWN REFER TO N.G. V. D. 1929.
EXAGGERATED FOR CLARITY.
LOWEST ADJACENT GRADE = 9.20
11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY
B.M. # N-800 ELEV. = 9.34 (MIAMI-DADE COUNTY)
FLOOD INFORMATION RATE MAPS
12) BEARINGSNARE BASED ON ASSUMED PLAT MERIDIAN AT: NORTH RIGHT OF WAY OF
GARAGE ELEV. - 9.98
STREET WEST
E.R. P. = 9.62 PCP PERMANENT CONTROL POINT W/M WATER METER
LEGEND
A/C AIR CONDITIONER
I.C.V. IRRIGATION CONTROL VALVE
I.P. IRON PIPE
PLS PROFESSIONAL LAND SURVEYOR
W.V. WATERVALVE
AVE.
AVENUE
FPL FLORIDA POWER & LIGHT
PSM PROFESSIONAL SURVEYOR AND MAPPER
W U.P. WOOD UTILITY POLE
BLVD.
BOULEVARD
F.I.P. FOUND IRON PIPE
PL PROPERTYLINE
BM
BENCHMARK
F.I.R. FOUND IRON ROD
P.O.B. POINT OF BEGINNING
CA TV
CABLE TELEVISION BOX
FND. FOUND
P.O.C. POINTOFCOMMENCEMENT
C.B.
CATCH BASIN
L ARCLENGTH
P.R.C. POINT OF REVERSE CURVATURE
SYMBOLS
-
CBS
CONCRETE BLOCK STRUCTURE
(U LEGAL
P.R.M. PERMANENT REFERENCE MONUMENT
.,-.,-.,.._?: CONCRETE
CHB
CHORD BEARING
L.P. LIGHT POLE
P.T POINT OF TANGENCY
---- OVERHEAD UTILITY LINES
S. E. CORNER
CH
CHORD DISTANCE
LB LICENSED BUSINESS
R RADIUS
WIRE FENCE
CDR
CORNER
LS LAND SURVEYOR
(R) RECORD
y �r - WOOD FENCE
OF LOT 27
CT
COURT
(M) MEASURED
R.E. RIM ELEVATION
�Q� PROPERTYCORNER
BLOCK 67
fL
CENTERLINE
NA VD NORTHAMERICAN VERTICAL DATUM
RAN RIGHT-OF-WAY
�-- WATER FLOW
CL
CLEAR
NGVD NATIONAL GEODETIC VERTICAL DATUM SAN SANITARY
9.60 EXISTING GRADE ELEVATION
CONC.
CONCRETE
NO ID. NOT IDENTIFIABLE
SJ.P. SET IRON PIPE
PROPOSED GRADE ELEVATION
F. I. P. %Z "
C.O.
CLEAN OUT
NO. NUMBER
S. LR. SET IRON ROD
W WATER VALVE
NO ID.
OVERHEAD LINES REVISED.
E.B.
ELECTRIC BOX
NIS NOTTOSCALE
ST STREET
SIGN
NO UPDATE
ELEV.
ELEVATION
O.R.B OFFICIAL RECORD BOOK
T TANGENT
DRAINAGE MANHOLE
COMPLETED,0911412020
ENCR.
ENCROACHMENT
ON/PL ONPROPERTYLINE
T.B.M TEMPORARY BENCHMARK
S SANITARYMANHOLE
E.R.P.
ELEVATION REFERENCE POINT
O.UL OVERHEAD UTILITY LINES
TEL. TELEPHONE
FIREHYDRANT
FF
FINISH FLOOR
P.C. POINT OF CURVATURE
TYP. TYPICAL
# LIGHTING FIXTURE
UPDATED:0710612020
F.N.
FIRE HYDRANT
P.C.C. POINT OF COMPOUND CURVATURE
U.E. UTILITYEASEMENT
Y1 FIREDEPARMENTCONNECTION
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
A BOUNDARY SURVEY
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
WAS MADE UNDER MY SUPERVISION AND MEETS
STANDARDS OF PRACTICE SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17.050 THROUGH 5J-17.052,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES, AND, THAT THE
SKETCH HEREON IS TRUE AND CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF. SUBJ TO
NOTES AND NOTATIONS SHOWN HEREON. „fig'
FRANCISCO F. FAJARDO I/
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
REGISTRATION NO. 4767.
PROFESSIONAL SURVEYING AND MAPPING
LANES AND GARCIA, INC.
LB # 2098
ANCISCO F. FAJARDO PSM # 4767 (QUALIFIER)
4967 SW 75th AVENUE,
MIAMI, FLORIDA 33155
DH (305) 666-7909 FAX (305) 442-2530
211472-B
r
ANTONIO CANELAS, P.E.
LIC. No. 74099
7815 SW 24 ST SUITE I I I
MIAMI FL, 33155
305 261 0321
Miami Shores Village
Building and Zoning Department
Miami Shores, Florida.
Reference: Soil Statement
Residential Swimming Pool
Property of. Renato Scarcello
739 NE 94 ST.
Miami Shores, FL 33138
To Whom It May Concern:
Soil Statement:
Date 11-11-19
P
field visual inspection was conducted on 11-11-19 of the swimming pool excavations for the
above -referenced property. The existing site has been observed and evaluated, and we conclude that
the conditions are similar to those upon which the design was based (allowable bearing capacity
equal to 2000 psf). In addition, we conclude that the soil is adequate to support the Required
Bearing Pressure of 650 PSF imposed by the new swimming pool.
If you should have any questions regarding this matter, please do not hesitate to contact us.
Sincerely,
,1��1�11rf��rf►r
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.�, •��G E N Sir .. 9
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• N,*.74099
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11-11-19
Antonio Canelas, P.E.
Lic #: 74099
Attached: Photographs of Excavation
Picture #1
Picture #2
739 NE 94 ST