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N.E. 96th STREET (80' TOTAL R/W )
(PER PLAT)
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LOCA TION MAP
NOT TO SCALF
N.E. 96th STREET
PROPERTY ADDRESS: 500 NE 96 ST., MIAMI SHORES, FL. 33138
LEGAL DESCRIPTION: LOTS 10, 11 & 12, BLOCK 54, OF MIAMI SHORES SECTION 2, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA.
SURVEYOR'S NOTES:
1) OWNERSHIP SUBJECT TO OPINION OF TITLE.
2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
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# LOC# ELEV.
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 TO AN ASSUMED VALUE OF SAID PB: 10 PG: 37
B.C.- BLOCK CORNER U.E.- UTILITY EASEMENT P.R.C.- POINT OF REVERSE CURVE SINCE 1987 NOT VALID UNLESS EMBOSSED VVITH
D = CONCRETE REV.= ELEVATION
®- CONC. BLOCK WALL It - PROPERTY LINE A.E. - ANCHOR EASEMENT CH = CHORD SEC- SECTION I HEREBY CERTIFY THAT THE SURVEY T1��
®= WOOD DECK CENTER UNE D.E. - DRAINAGE EASEMENT CH. BRG.= CHORD BEARING TWS, - TOWNSHIP REPRESENTED THEREON MEETS THE MINIMUM BLANL`O SURVEYORS INC. SURVEYOR'S SEAL
® =
COVERED AREA -MONUMENT UNE ENCR.- ENCROACHEMENT B.N.- BENCH MARK RG. = RANGE TECHNICAL REQUIREMENTS ADOPTED BY THE
-= ASPHALT tCCALC.- CALCULATED F.F. ELEV. - FINISHED B.R - BEARING REFERENCE SYNC- SIDEWALK STATE OF FLORIDA BOARD OF LAND SURVEYORS
M.- FIELD MEASURED FLOOR P.0.C= POINT OF COMMENCEMENT PURSUANT TO SECTION 477-027 FLORIDA Engineers • Land Surveyors • Planners • LB # 0007059 AdbL
-x-z-= CHAIN LINK FENCE (CLF) P. - PER PLAT ELEVATION P.O.B.- POINT OF BEGINNING STATUTES -THERE ARE NO ENCROACHMENTS, 555 NORTH SHORE DRIVE
WOOD FENCE (WF) TYP. - TYPICAL N.T.S.- NOT TO SCALE T.B.M.= TEMPORARY BENCH MARK OVERLAPS. EASEMENTS APPEARING ON THE PLAT
-0-D-= IRON FENCE (IF) P.R.M.- PERMANENT P.B.= PLAT BOOK P.O.B.- POINT OF BEGINNING OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141
A - ARC DISTANCE REFERENCE MONUMENT O.R.B.- OFFICIAL RECORD T.B.M.- TEMPORARY BENCH MARK HEREON.
L= LENGTH P.C.P.= PERMANENT CONTROL BOOK FD. I.R. - FOUND IRON ROAR (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810
A- CENTRAL ANGLE / DELTA POINT M.H.- MAN HOLE FD. P.K.NAIL - FOUND PARKER-KALON NAIL
R - RADIUS FD' NAIL - FOUND NAIL C.B.S.- CONCRETE BLOCK P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER 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 - Y"'""
P.T. _• POINT OF TANGENCY FD. 1/2' I.P. - FOUND IRON BLDG - BUILDING REVISED:
P.0 - TRANSFORMER PANEL: 0306 = POINT OF CURVATURE PIPE 1/2' DIAMETER O.H.L- OVERHEAD UTILITY P.P.- POWER POLE COMMUNITY # 120652
P.C.C.- POINT OF COMPOUND C.N. - CONCRETE MONUMENT LINES D.M.E.- DRAINAGE h MAINTENANCE EASEMENT ADIS N. NUNEZ DATE: SCALE: DWN. BY: JOB No.
CURVE TEL= TELEPHONE FACILITIES 8/6/19 V = 20' R.BELLO 19-543
C.B.= CATCH BASIN W.M.= WATER METER + 0.0'= EXISTING ELEVATION REGISTERED LAND SURVEYOR
CATV = CABLE UTILITY BOX R/W - RIGHT OF WAY STATE OF FLORIDA #5924
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PROPERTY ADDRESS: 500 NE 96 ST., MIAMI SHORES, FL. 33138
LEGAL DESCRIPTION: LOTS 10, 11 & 12, BLOCK 54, OF MIAMI SHORES SECTION 2, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA.
SURVEYOR'S NOTES:
1) OWNERSHIP SUBJECT TO OPINION OF TITLE.
2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
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# LOC# ELEV.
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 TO AN ASSUMED VALUE OF SAID PB: 10 PG: 37
B.C.- BLOCK CORNER U.E.- UTILITY EASEMENT P.R.C.- POINT OF REVERSE CURVE SINCE 1987 NOT VALID UNLESS EMBOSSED VVITH
D = CONCRETE REV.= ELEVATION
®- CONC. BLOCK WALL It - PROPERTY LINE A.E. - ANCHOR EASEMENT CH = CHORD SEC- SECTION I HEREBY CERTIFY THAT THE SURVEY T1��
®= WOOD DECK CENTER UNE D.E. - DRAINAGE EASEMENT CH. BRG.= CHORD BEARING TWS, - TOWNSHIP REPRESENTED THEREON MEETS THE MINIMUM BLANL`O SURVEYORS INC. SURVEYOR'S SEAL
® =
COVERED AREA -MONUMENT UNE ENCR.- ENCROACHEMENT B.N.- BENCH MARK RG. = RANGE TECHNICAL REQUIREMENTS ADOPTED BY THE
-= ASPHALT tCCALC.- CALCULATED F.F. ELEV. - FINISHED B.R - BEARING REFERENCE SYNC- SIDEWALK STATE OF FLORIDA BOARD OF LAND SURVEYORS
M.- FIELD MEASURED FLOOR P.0.C= POINT OF COMMENCEMENT PURSUANT TO SECTION 477-027 FLORIDA Engineers • Land Surveyors • Planners • LB # 0007059 AdbL
-x-z-= CHAIN LINK FENCE (CLF) P. - PER PLAT ELEVATION P.O.B.- POINT OF BEGINNING STATUTES -THERE ARE NO ENCROACHMENTS, 555 NORTH SHORE DRIVE
WOOD FENCE (WF) TYP. - TYPICAL N.T.S.- NOT TO SCALE T.B.M.= TEMPORARY BENCH MARK OVERLAPS. EASEMENTS APPEARING ON THE PLAT
-0-D-= IRON FENCE (IF) P.R.M.- PERMANENT P.B.= PLAT BOOK P.O.B.- POINT OF BEGINNING OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141
A - ARC DISTANCE REFERENCE MONUMENT O.R.B.- OFFICIAL RECORD T.B.M.- TEMPORARY BENCH MARK HEREON.
L= LENGTH P.C.P.= PERMANENT CONTROL BOOK FD. I.R. - FOUND IRON ROAR (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810
A- CENTRAL ANGLE / DELTA POINT M.H.- MAN HOLE FD. P.K.NAIL - FOUND PARKER-KALON NAIL
R - RADIUS FD' NAIL - FOUND NAIL C.B.S.- CONCRETE BLOCK P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER 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 - Y"'""
P.T. _• POINT OF TANGENCY FD. 1/2' I.P. - FOUND IRON BLDG - BUILDING REVISED:
P.0 - TRANSFORMER PANEL: 0306 = POINT OF CURVATURE PIPE 1/2' DIAMETER O.H.L- OVERHEAD UTILITY P.P.- POWER POLE COMMUNITY # 120652
P.C.C.- POINT OF COMPOUND C.N. - CONCRETE MONUMENT LINES D.M.E.- DRAINAGE h MAINTENANCE EASEMENT ADIS N. NUNEZ DATE: SCALE: DWN. BY: JOB No.
CURVE TEL= TELEPHONE FACILITIES 8/6/19 V = 20' R.BELLO 19-543
C.B.= CATCH BASIN W.M.= WATER METER + 0.0'= EXISTING ELEVATION REGISTERED LAND SURVEYOR
CATV = CABLE UTILITY BOX R/W - RIGHT OF WAY STATE OF FLORIDA #5924