HomeMy WebLinkAboutExhibitSKETCH TO ACCOMPANY LEGAL DESCRIPTION
RIGHT—OF—WAY TO BE VACATED
Scale: 1 "=60'
LEGEND:
- CENTERLINE
- MONUMENT LINE
P.O.B. - POINT OF BEGINNING
P.O.C. - POINT OF
COMMENCEMENT
R - RADIUS
A - DELTA ANGLE
L - ARC LENGTH
CH.B. - CHORD BEARING
CH.D. - CHORD DISTANCE
P.B. - PLAT BOOK
PG. - PAGE
R/W - RIGHT-OF-WAY
(R) - RECORD
(M) - MEASURED
S87 48'41 "W
S W 40th ST. (BIRD ROAD)
S87°48'34 "W(R,
S87°48'41 "W
-R/W--
(M)L=38.84'
R=25.00'
(M)d =89'01'23"
CH.D=35.05'
CH. B, =547'40'37"E
d=89'01 '00 "(R)
L=39.70'(R)
LOT 18, BLOCK 10
R� PT OF N S
COCOANUT GROVE
(PS. 2, PG�85) —
L=39.66'
R=25.00'
A =90°54'05"
CH.D=35.63'
CH.B. =S42' 17'07"W
�- (STATE ROAD 976)
NORTHERLY BOUNDARY-
� LINE, TRACT 'A"
100.01 ' P.O.D. (P,B, 170, PG. 87)
- N87'44'10"
116.11' 58748'41 "W
L=39.70'(M)
R=25.00'
d =90'58'37"(M)
CH.D=35.66'
CH.B. =N42' 19'23"E
d=90°58'33"(R)
L=39.70'(R)
100.01
L=38.88'
R=25.00'
A =89'05'55"
CH. D=35.08'
CH.B. =N4742'53'W
d=89°06'01 "(R)
L=39.88'(R) SOUTHERLY BOUNDARY LINE,
__.. TRACT 'A ° (P, B. 170, PG. 87)
PEACOCK AVE.
P.O. c
NORTHEAST CORNER,
TRACT "A"
(P,B. 170, PG. 87)
OT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 13
LOT 14
LOT 15
NOTE:
1. BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (58748'41 "W) ALONG THE MONUMENT LINE OF S. W. 40TH STREET
(BIRD ROAD).
2. SEE SHEET 2 FOR LEGAL DESCRIPTION.
PREPARED FOR: MCREF BIRD ROAD DEVELOPMENT INC.
LAND SURVEYORS •
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
SHEET 1
(LB-87)
ENGINEERS • LANE):PI 1711,J�E, 4
DADE•(305) 652-7010 BROWARD (954) (435-7410 FAAX.•(055) 652f1284. <s r
204609 PREPARED 1JNDER MY;'ISUPERVISIOha
09-15-15
MARK STEVEN 'JONNSON; ., PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
AMMONao-aa,..wv
K:\205441 \BLOCK 10-REALTY SECURITIES CORPORATION'S CITY DATUM\LEGALS\dwo\SW 37 Gt Road Closure 091515.dwq
OF 2 SHEET(S)
ORDER NO.:
DATE:
F.B.: N.A.
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
RIGHT-OF-WAY TO BE VACAThD
G�.lr •.!L(/L C.�L/;/C. Cs - ZildA1)2 a444,0
LAND SURVEYORS ENGINEERS L.AND'\,��L;4^NNF • '`,,
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE.:(305) 652-7010 BROWARD (954) 435 70f'0 . FAX.'(30.5;5 ) 62 '8284
:4775
PARRD UNDER 4t4},4 SUPERVIS)ON
MARK NT '/EKI JOt4:0vN; , FRINCIPAL
FLORIDA 'PROF. LAND SURVEYOR NO. 4775
K:\205441\BLOCK 10-REALTY SECURITIES CORPORATION'S CITY DATUM \LEGALS\dwo\SW 37 Ct Road Closure 091515,dw.q
RIGHT-OF-WAY TO BE VACATED:
LEGAL DESCRIPTION:
THAT PORTION OF THE RIGHT-OF-WAY FOR S. W. 37th COURT LYING BETWEEN S.W. 40th STREET (BIRD ROAD) AND PEACOCK
AVENUE, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCE AT THE NORTHEAST CORNER OF TRACT "A," "4IIAMl DOUGLAS STATION," ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 170 AT PAGE 87, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA; THENCE RUN SOUTH 87
DEGREES 48 MINUTES 41 SECONDS WEST (RECORD SOUTH 87 DEGREES 48 MINUTES 34 SECONDS WEST) ALONG THE NORTHERLY
BOUNDARY LINE OF SAID TRACT "A," FOR A DISTANCE OF 116,11 FEET TO THE POINT .OF BEGINNING OF THE FOLLOWING DESCRIBED
RIGHT-OF-WAY TO BE VACATED; THENCE CONTINUE SOUTH 87 DEGREES 48 MINUTES 41 SECONDS WEST (RECORD SOUTH 87
DEGREES 48 MINUTES 34 SECONDS WEST) ALONG THE WESTERLY PROLONGATION OF THE NORTHERLY BOUNDARY LINE OF SAND TRACT
"A," FORA DISTANCE OF 100.01 FEET TD A POINT OF CUSP OF A TANGENT/AL CURVE, SAID CURVE TURNING TO THE RIGHT THROUGH
A CENTRAL ANGLE OF 89 DEGREES 01 MINUTES 23 SECONDS (RECORD 89 DEGREES 01 MINUTES 00 SECONDS), HAVING A RADIUS OF
25,00 FEET, AND WHOSE LONG CHORD BEARS SOUTH 47 DEGREES 40 MINUTES 37 SECONDS EAST THROUGH A CHORD DISTANCE OF
35.05 FEET, FOR AN ARC DISTANCE OF 38.84 FEET (RECORD 39.70 FEET) TO A POINT OF TANGENCY THENCE RUN SOUTH 03
DEGREES 09 MINUTES 56 SECONDS EAST (RECORD SOUTH 03 DEGREES 09 MINUTES 59 SECONDS EAST) ALONG THE WESTERLY
RICHT-OF-WAY LINE OF S. W. 37th COURT FORA DISTANCE OF 227.29 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE,
SAND CURVE TURNING TO THE RICHT THROUGH A CENTRAL ANGLE OF 90 DEGREES 54 MINUTES 05 SECONDS, HAVING A RADIUS OF
25.00 FEET, AND WHOSE LONG CHORD BEARS SOUTH 42 DEGREES 17 MINUTES 07 SECONDS WEST THROUGH A CHORD DISTANCE OF
35.63 FEET FOR AN ARC DISTANCE OF 39.66 FEET TO A POINT OF CUSP; THENCE RUN NORTH 87 DEGREES 44 MINUTES 10
SECONDS EAST (RECORD NORTH 87 DEGREES 44 MINUTES 00 SECONDS EAST) ALONG THE WESTERLY PROLONGATION OF THE
SOUTHERLY BOUNDARY LINE OF SAID TRACT "A," FORA DISTANCE OF 100.01 FEET TO A POINT OF CUSP OF A TANGENTIAL CURVE,
SAID CURVE TURNING TO THE RICHT THROUGH A CENTRAL ANGLE OF 89 DEGREES 05 MINUTES 55 SECONDS (RECORD 89 DEGREES
06 MINUTES 01 SECONDS), HAVING A RADIUS OF 25.00 FEET, AND WHOSE LONG CHORD BEARS NORTH 47 DEGREES 42 MINUTES 53
SECONDS WEST THROUGH A CHORD DISTANCE OF 35.08 FEET, FOR AN ARC DISTANCE OF 38.88 FEET (RECORD 39.88 FEET) TO A
POINT OF TANGENCY,•. THENCE RUN NORTH 03 DEGREES 09 MINUTES 56 SECONDS WEST (RECORD NORTH 03 DEGREES 09 MINUTES
59 SECONDS WEST) ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID S.W. 37th COURT FORA DISTANCE OF 22716 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE, SAID CURVE TURNING TO THE RIGHT THROUGH A CENTRAL ANGLE OF 90 DEGREES 58
MINUTES 37 SECONDS (RECORD 90 DEGREES 58 MINUTES 33 SECONDS), HAVING A RADIUS OF 25,00 FEET, AND WHOSE LONG CHORD
BEARS NORTH 42 DEGREES 19 MINUTES 23 SECONDS EAST THROUGH A CHORD DISTANCE OF 35.66 FEET, FOR AN ARC DISTANCE OF
39.70 FEET TO THE POINT OF BEGINNING,
SAID RIGHT-OF-WAY TO BE VACATED CONTAINING 14,398 SQUARE FEET, MORE OR LESS.
SAID RIGHT-OF-WAY TO BE VACATED LYING AND BEING 1N SECTION 20, TOWNSHIP 54 SOUTH, RANGE 41 EAST, CITY OF MIAMI,
MIAMI-DADE COUNTY, FLORIDA.
NOTE:
1. BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (S8748'41"W) ALONG THE MONUMENT L/NE OF SW. 40TH STREET
(BIRD ROAD).
2. SEE SHEET 1 FOR SKETCH TO ACCOMPANY LEGAL DESCRIPTION.
PREPARED FOR: MCREF BIRD ROAD DEVELOPMENT INC.
THIS IS NOT A "LAND SURVEY."
ORDER NO.: 204609
DATE: 09-15-16
F.B.: N.A.
(LB-87)