Perpetual Easement 201(9-21341Z
07-PE.13
EXHIBIT I
This instrument prepared by,
or under the direction of,
Alicia Trujillo, Esq.
District Six Chief Counsel
State of Florida
Department of Transportation
1000 N.W. 111th Avenue Parcel No. : 800.1R(3-15-2016)
Miami, Florida 33172 Item/Segment No. : 430813-1
January 28, 2016- EV Managing District : 6
PERPETUAL EASEMENT�,,,(
THIS EASEMENT Made the // ' day of May, 2016, by THE CITY OF MIAMI BEACH,a municipality of
the State of Florida,Grantor,to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION,its successors and
assigns, Grantee.
WITNESSETH: That the Grantor for and in consideration of the sum of One Dollar and other valuable
considerations paid, the receipt and sufficiency of which is hereby acknowledged, hereby grants unto the Grantee, its
successors and assigns,a perpetual easement for the purpose of constructing and maintaining a sidewalk connection to the
existing bus bay,and for other related transportation uses, in,over,under,upon and through the following described land in
Miami-Dade County, Florida, viz:
Parcel 800 FPN No. 430813-1
A portion of Lots 17, 18, 19,20 and 21,Block 3 of Amended Plat of Second Ocean Front Subdivision,according to the Plat
thereof, as recorded in Plat Book 28,at Page 28,of the Public Records of Miami-Dade County Florida, lying West of the
Westerly Right-of-Way line of State Road A-1-A, Indian Creek Drive as shown on Florida Department of Transportation
Right-of-Way Map for State Road A-1-A, Section 87060 dated February 2005 Sheet 6 of 15 and more particularly
described as follows:
Commence at the point of intersection of the South Right-of-Way line of 67th Street extended westerly and the Easterly
Right-of-Way line of A-1-A(Indian Creek Drive)extended Northerly,as said Right-of-Way lines are shown on said plat of
Amended Plat of Second Ocean Front Subdivision;Thence S00°49'53"E,along the said Easterly Right-of-Way line ofA-1-
A (Indian Creek Drive)and its Northerly extension,for a distance of 433.64 feet;Thence S89°10'07"W for a distance of
90.00 feet to a point of intersection with the Westerly Right-of-Way line of said A-1-A(Indian Creek Drive),said point also
being the POINT OF BEGINNING of the hereinafter described parcel; Thence along the Westerly Right-of-Way line of
said A-1-A (Indian Creek Drive) for the following described two(2) courses; 1) Thence S00°49'53"E for a distance of
101.64 feet to a point of curvature of a circular curve concave to the East; 2)Thence Southeasterly, along the arc of said
curve to the left,having a radius of 4,345.06 feet and a central angle of 02°32'08"for a distance of 192.30 feet to a point on
said curve; Thence N15°11'15"W for a distance of 6.69 feet; Thence NI 3°23'14"W for a distance of 4.46 feet; Thence
NO3°44'46"W for a distance of 7.45 feet;Thence N 12°57'29"W for a distance of 19.20 feet;Thence N 1 2°39'43"W for a
distance of 36.81 feet; Thence N09°46'00"W for a distance of 19.29 feet;Thence N01°39'35"W for a distance of 65.00
feet; Thence S88°07'35"W for a distance of 0.80 feet; Thence N01°13'27"W for a distance of 39.43 feet; Thence
N01°08'16"W for a distance of 44.06 feet;Thence Ni 5°28'17"E for a distance of 21.59 feet;Thence N 17°33'32"E for a
distance of 22.93 feet; Thence N 11°05'44"E for a distance of 11.04 feet to the POINT OF BEGINNING.
Containing 3,284 square feet more or less.
Manuel G. Vera, Jr., P.S.M. 1/15/2016
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Manuel G. Vera& Associates, Inc.
AS SHOWN ON EXHIBIT"A", ATTACHED HERETO AND TO BE MADE A PART HEREOF
Any other uses permitted by Grantor within the easement area shall not be inconsistent with the rights
granted hereunder,nor impede the use of the area by Grantee in accordance with the uses authorized hereunder.
TO HAVE AND TO HOLD the same unto said Grantee, its successors and assigns forever,and the Grantor will
defend the title to said lands against all persons claiming by,through or under said Grantor.
IN WITNESS WHEREOF,the said Grantor has caused these presents to be executed in its name by its Mayor,and
its seal to be hereto affixed, attested by its City Clerk,the date first above written.
ATTEST: THE CITY OF MIAMI S r°
ter'' f -
(2.%.rt,IL 'E GaArr�u a municipality of the Stat�o'2• orida
34414E. hg/I a Ito %`
Its City Clerk
Bc vammumiti By:
Q' 0 y,,, /
Its Mayor /�j,
... . $ 1/.
a *I.INCORP ORATED: T
I 4Di Address
44 ./9C . ' 1 APPROVED AS TO
11.'40-j
2 ' FORM & LANGUAGE
°`v\\\ ��� &FO EXECUTION
STATE OF FLORIDA )% f„ G//a/b
la��
.v_
COUNTY OF Attorney Date
iN The f r� ing'nstrument was acknowledged before me is � day of 20 149,by
V 'Went
, Mayor, who 's B- ' onally kno to or who has produced
as identification. 0..,
(Mice of per : •:acknowle I gment)
(Type,print or stamp name under signature)
Title or rank and serial number, if any:
I :7;w FIONELLA N.SARMIEIITO I
1 ri y Public•State 01 Wide I
• Commission s FF 924653 I
_0 S;;74):1 My Comm.Expires Oct 6,2019
Bonded through National Notary Assn,
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EXHIBIT "A"
LEGAL DESCRIPTION - PARCEL 800 -
A portion of Lots 17, 18, 19. 20 and 21, Block 3 of Amended Plat of Second Ocean Front Subdivision, according to the Plat
thereof, as recorded in Plat Book 28, at Page 28. of the Public Records of Miami-Dade County Florida. lying West of the
Westerly Right-of-Way fine of State Road A-1-A, Indian Creek Drive as shown on Florida Department of Transportation
Right-of-Way Map for State Road A-1-A, Section 87060 dated February 2005 Sheet 6 of 15 and more particularly described as
follows:
Commence at the point of intersection of the South Right-of-Way line of 67' Street extended westerly and the Easterly
Right-of-Way line of A•1•A (Indian Creek Drive)extended Northerly, as said Right-of-Way lines are shown
on said plat of Amended Plat of Second Ocean Front Subdivision; Thence 500°49'53"E, along the said Easterly Right-of-Way
line of A-1-A (Indian Creek Drive) and its Northerly extension, for a distance of 433.64 feet; Thence S89°1D'07"W for a
distance of 90.00 feet to a point of Intersection with the westerly Right-of-Way line of said A-1-A (Indian Creek Drive), said
point also being the POINT OF BEGINNING of the hereinafter described parcel; Thence along the Westerly Right-of-Way line of
said A-1-A (Indian Creek Drive) for the following described two (2) courses; 1) Thence S00°49'53"E for a distance of 101.64
feet to a point of curvature of a circular curve concave to the East; 2) Thence Southeasterly, along the arc of said curve to
the left, having a radius of 4345.06 feet and a central angle of 02°32'08" for a distance of 192.30 feet to a point on said
curve; Thence N15°11'15"W for a distance of 6.69 feet; Thence N13°23'14"W for a distance of 4.46 feet; Thence
N03644'46"W for a distance of 7.45 feet; Thence N12°57'29-W for a distance of 19.20 feet; Thence N72°39'43"W for a
distance of 36.81 feet; Thence N09"46'00"W for a distance of 19.29 feet; Thence N01°39'35"W for a distance of 65.00 feet;
Thence 588°07'35"W for a distance of 0.80 feet: Thence NO1°13'27"W for a distance of 39.43 feet; Thence N01°OB'16"W for
a distance of 44.06 feet; Thence N15"28'17"E for a distance of 21.59 feet; Thence N17°33'32"E for a distance of 22.93 feet;
Thence NI1°05'44"E for a distance of 11.04 feet to the POINT OF BEGINNING.
Containing 3,284 square feet more or less
SURVEYOR'S NOTES:
This is not a survey.
The bearings and coordinates shown hereon are relative to the state plane coordinate system,
Florida East Coast Zone, North American Datum (NAD) of 1983/1990 adjustment. A bearing of
NOO°49'53°W was established along the baseline of the State Road A-1-A f INDIAN CREEK DRIVE.
- Additions and/or deletions to survey maps, sketches or reports by any party other than the signing party are
prohibited without the written consent of the signing party.
- Stations and offsets are relative to the survey baseline.
This document consists of three (3) sheets and shall not be considered full, valid, and complete unless each
sheet Is attached to the other.
- Bearings and distances are calculated unless otherwisenoted.
Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper.
This sketch to acompany legal description Is in compliance with the Minimum Technical Standards as set forth
by the Florida Board of Professional Surveyors and Mappers, referenced In Rule 5J-17 Florida Administrative
Code pursuant to Section 472.027, Florida Statutes.
LEGEND: pi POINT OF INTERSECTION
a • DELTA pT POINT OF TANGENCY
a. • CENTER LINE 1P) PLAT
• BASELINE (C) CALCULATED
SEC. SECTION N NORTHING
TWP. •TOWNSHIP No. • NUMBER
ROE. - RANGE L8. LICENSED BUSINESS
E - FASTING D • DEGREE �anuel G. V'ra,.Jr. '•
tp° I -
Date
EXIST. • EXISTING R RADIUS Professional Surve t61rMappgF•FOOT - FLORIDA DEPARTMENT RJW - RIGHT OF WAY Florida Certificate '
OF TRANSPORTATION L - LENGTH .)
F.P. - FINANCIAL PROJECT Li. LEFT Licensed Business,:19; A' 9.
P.B. - PLAT BOOK SR - STATE ROAD 13960 SW 47th streek"•.•
PG. - PAGE STA. ' STATION Miami, Florida 33175 '
P.O.B. • POINT OF BEGINNING T • TANGENT ] J
P.O.C. • POINT OF COMMENCEMENT
PC • POINT OF CURVATURE A�SPRING UNE THIS IS NOT A SURVEY
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. A-1-A (INDIAN CREEK DRIVE) MIAMI-DADE COUNTY
BY DATE PREPARED BY. DATA SOURCE
MANUEL G.VERA AND ASSOCIATES INC..L1112419 SEE SURVEYOR'S NOTES
DRAWN 1.P. ]2-]g
MSC SW 4711•SIREET,MMM R1DA 3]175
REVISION NY OATS CHECKED S.N. 12-IS F.P. NO. 430813-1 SECTION 87060 SHEET 01 OF 03
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1 sue-..--�
• EXHIBIT "A"
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FOR PARCEL 800
SW 1/4 SECTION 11, TOWNSHIP 53 S., RANGE 42 E.
m MIAMI BEACH, FLORIDA
1n
• a ' 67th STREET _
. - N89°50'59"E a I
I� STA. 48+97.54
I" Q
Li ac Q P.O.C. _ I Z
Ln ° EC p �� ^' , EXIST. SOUTH R/W LINE !O
4 W I L7 AS PER (P.B. 28, PG. 28) _
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Wf1 11-J1~O nl ref z� _ m 1- nI Q H ;CC!
234.37.0=9 __ Ill I w ,Q .4.
^a LLXIO -4 N ! 147.27'(P) l rr Z 1 J co
x a CI I 1 r, l7 U Il W N =60'5$ 29.46'' W M I-- N = CC i Ili
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p, 224.0'(P) ' •- u E 147.70.1P) /.., ��1DT < . aI I
L' 1 LLI (9 ,-'
P.O.B. �- or ~ 1 U a I
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p N X v I= N
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Q � I- r q I--�� d O c 11 O N V tZ do CO
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ie 200.491P) w U I •- 1 a�
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CURVE-CRW2 0 N U I •. 0 I' "3 'O 148.76'(P) L DLO g ;�,
PI STA. 41+35.02 `, o+ W Z Ci I I I a la' N 1a CL I0.
N 551,595.638 4, :c.c., Q
E 945.128.404 @@.�1 O a I j `^ m w I m N u
D = 04•44'00"(RT) B 189.7'(P) d t I II �o v N W I
D = 01°20'14° y 0 -�--II n 1c 148.50'(P) - 110 p
T = 177.10' 1, I D I z
L= 354.OD ' oa la 111
1`e„_ . 029.46']47.87'IP) 116 r. < , 1 -I-.._._._.
R = 4,285.06' m v t o N I
PC STA. 39+57.92 60.54' �1 16 Q z
N 551,419.372 180.38'(P)
E 945,145.577
ST .4 43+11.92 65th STREET m �al 8
PT STA. 43+11.92 ttI
N 551,772.719 Y a I -
n N89°5 '43°E c cc,
E 945,125.834 ' li STA. 40+97.05 m'r a f
I 10 '
177.51'(P) ^ -_ — —
THIS DOCUMENT CONSISTS OF THREE (3) SHEETS AND 0 50- 100 200 300
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE ;111, I _ r
1 M
UNLESS EACH SHEET IS ATTACHED TO THE OTHER.
THIS IS NOT A SURVEY Scale: 1° = 100' , •
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. A-1-A (INDIAN CREEK DRIVE) MIAMI-DADE COUNTY
BY CATE ,PREPARED HY: DATA SOLACE:
MAUULL G.VERA AND ASSOCIATES INC.,LDs7439
- 139110 SW 47111 STREET.MIAMI FLORIDA 33175 SEE SURVEYOR'S NOTES
DRAWN 1.P. 12.15 - •
REVISLO77 HY DATE CHECKED S.N. 12.15 F.P. NO. 430813-1 SECTION 87060 SHEET 02 OF 03
4 of 5
lit
14 O.B.56
N11°05'44"E 11.04' 60.54' LT
44+02,76
62,82' LT
N17°33'32°E 22.93'
rn
43+80.99 'cr
70.06 LT �0 N15°28'17°E 21.59' °43+60.28 °
Lo
76.12' LT w a m m
'� V
in
NO1°08'16"W 44.06' I?
° v
o
o
in 43+16.21 43+11,92 c
75.88' LT /60.54' LT o
0
u.
N01°13'27°W 39:43' I
42+77.40 •'-' l 1 z
75.7S' LT N u+
°�'w DETAIL "A"
S88°07'35"W 0.80 NOT TO SCALE
42+77.40 a
74.95' LT w
l
RD G
N01°39'35"W 65.00' c J
I W
42+13.52 I cn 1-
75.02' LT N 3 la
N09°46'00"W 19.29' 1:11:4I+9 . 2 w 72.50' LT r� 'N]2°39'43"W 36.81'
ICI;41+59.05 ICI;
66.09' LT I''?
N12°57'29"W 19.20' 1 U
41+40.42 I a
62.77' LT 41+33.07
NO3°44'46"W 7.45' 62.70' LT
N13°23'14"W 4.46'
41+28.75 41+22.30
61.91' LT 60.54' LT
N15°11'15'W 6.69'
THIS DOCUMENT CONSISTS OF THREE (3) SHEETS AND SHALL NOT BE CONSIDERED FULL,
THIS IS NOT A SURVEY VALID, AND COMPLETE UNLESS EACH SHEET IS ATTACHED TO THE OTHER,
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION 1
STATE ROAD NO. A-1-A (INDIAN CREEK DRIVE) MIAMI-DADE COUNTY
8Y DATE PREPARED By DATA SOURCE'
MANUEL 4 VERA MD ASSOCIATES DI...LB•1430 SEE SURVEYOR'S NOTES
DRAWN 1.P. 17.19 11960 SW 47th STREET.PILAW FLORIDA 337!5
REVISION BY DATE CHECKED S.N. 17.18 F.P. NO. 430813-1 SECTION 87060 SHEET 03 OF 03
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