HomeMy WebLinkAboutExhibit A"EXHIBIT A"
6
(A- 7 X2) TR-A
STYLE
ACCESSORIES`
TR-B S_UBD:
(62-8)
11
(A-49Y2
14
LOCATION MAP
OF AN EXISTING CUL-DE-SAC TO BE VACATED .
SCALE 1 " =150'
OFFICIAL MAP OF THE CITY CEMETERY OF MIAMI
(P.B. 2, PG. 16)
12
11
SE
10 9 8 7 6 5
AMENDED MAIP
FITTER ADDS I01f
(2-60),
N E 17th TERR
1
cc
V
1
12
1
5
4
NE
4
3
At
tsth
SUBJECT
SITE
TRACT "A"
OMNI ANNEX
(P.B. 144, PG. 98)
17th STREET
2
.49 2)
6
7
'Loci
8
TR—A
(93-90)
1
STREET
CW
9
2
1
OR TH
6
7
8 •.
10
9
11
12
>CALE 1" =150' SHEET 1. OF 3 SHEETS
SCHWEBKE-SHISKIN. & ASSOCIATES.; ..INC.
LAND SURVEYORS -ENGINEERS -LAND PLANNERS - 324CORPORATE W '-MIRAMAR,.'FL 33025
PHONE No.(954)435-7010No: (9 4)43
Oi?Dtk NO. 15'9:139
DATE 04-2 r 200,E
mob.
REVISIONS
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
OF AN EXISTING CUL-DE-SAC TO BE VACATED
S 89'52'18" E
OFFICIAL MAP OF THE CITY CEMETERY OF MIAMI
(P.B. 2, PG. 16)
S 89'52' 18' E
AMENDED MAP SEI TTER ADDITION
(P.B. 2, PG. 60) 1 3
6 5 4 3 ,M
P.O.B.
O
S89 `56'39 "E 25.00' `
S00'39;30 "W 7.50'
E
N 89'S639 " W 3 S89'56'39 "E L
W
MYRTLE .1 VE,)
N.E. T7th-—
TERRACEE
" 20'
SCALE 1 "=40'
C)
25'
N 00'38'59 " E
79.73'
WEST LINE OF TRACT ;4
WEST LINE OF
tAi
NORTH LINE OF TRACT "A"
P.O.C.
W W. CORNER
TRACT "A"
OMNI ANNEX
(P.B. 144, PG. 98)
SEE DETAIL "A' .
BELOW
\\�o� �D _250`31 '44'
R=50.00
\ A=218.63'
D=70'31 '44" \{217.99' RECORD
i . R=25.00'
A=30.77'
11100'39'30 "E 7.50'
S89'56 39 "E 200.95'
N89'56'39 "W 151.47'
D=89`24'22" TRACT "A"
A=.0' OMNI ANNEX
A=3939. 01' (P. B. 144, PG. 98)
o
��
ES
.*
44a,)
M
a
FA
m
14
TRACT "A"
OMNI ANNEX
P.O.B.
0=7051 '44"
q `�
'
- R=25.00'
2
A=30.77'
O
iu
M
'n
S 89 56'39" E
t
g
r•
0.26'
DETAIL "A"
N. T.S
30` PUBLIC UTILITY EASEMENT
( TO BE VACATED )
(PER P.B. 144. PG. 98)
LE GE.e.RY D :
- - - DENOTES CENTER LINE
1 - - DENOTES MONUMENT LINE
P.O.C. DENOTES POINT OF COMMENCEMENT
P.O.B. DENOTES POINT OF BEGINNING
P.B. DENOTES PLAT BOOK
PC. DENOTES PACE
R DENOTES RADIUS
D DENOTES CENTRAL ANGLE OR DELTA
A DENOTES ARC DISTANCE
SHEET 2 OF 3 SHEETS
SCHWEBKESHISKIN & ASSOCIATES, INC.
LAND SURVEYORS —ENGINEERS —LAND PLANNERS -- 3240 CORPORATE WAY—MIRAMAR, EL 33025
PHONE No.(954)435-7010 FA Ne. (954)435
ORDER NO. 189139 PRE
DATE: 04-21-2004
S IS NOT A " .BCUNDAf3Y -SURVEY" 14 T T J C#CSO1 / PRES113ENT
REVISIONS
.111180114,
11
LEGAL DESCRIPTION T O ACCOMPANY AIRA SKETCH
OF AN EXISTING CUL-DE-SAC TO BE VACATED
THAT PORTION OF THE RIGHT OF WAY FOR N. E. 17TH TERRACE AS SHOWN ON THE PLATS OF "OMNI
ANNEX" AND "AMENDED MAP SEITTER ADDITION" AS RECORDED IN PLAT BOOK 144 AT PAGE 98 AND PLAT
BOOK 2 AT PAGE 60 RESPECTIVELY OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA TOGETHER WITH
ADDITIONAL RIGHT OF WAY, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF TRACT "A" OF SAID PLAT OF "OMNI ANNEX"; THENCE SOUTH 00
DEGREES 39 MINUTES 30 SECONDS WEST, ALONG THE WESTERLY LINE OF SAID TRACT "A", FOR 116.95
FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE SOUTH 89 DEGREES 56
MINUTES 39 SECONDS EAST FOR 0.26 FEET TO A POINT OF CURVATURE; THENCE EASTERLY AND
NORTHEASTERLY, ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET
AND A CENTRAL ANGLE OF 70 DEGREES 31 MINUTES 44 SECONDS FOR AN ARC DISTANCE OF 30.77 FEET
TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, EASTERLY, SOUTHEASTERLY, SOUTHERLY,
SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS
OF 50.00 FEET AND A CENTRAL ANGLE OF 250 DEGREES -31 MINUTES 44 SECONDS FOR AN ARC DISTANCE
OF 218.63 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 DEGREES 56 MINUTES 39 SECONDS WEST
FOR 151.47 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG
THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE
OF 89 DEGREES 24 MINUTES 22 SECONDS FOR AN ARC DISTANCE OF 39.01 FEET TO A POINT OF CUSP
(THE LAST FIVE DESCRIBED COURSES ARE COINCIDENT WITH THE BOUNDARY LINE OF SAID PLAT OF "OMNI
ANNEX"); THENCE NORTH 00 DEGREES 38 MINUTES 59 SECONDS EAST, ALONG A LINE THAT I5 25.00 FEET
EAST OF AND PARALLEL WITH AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF N. E. MIAMI PLACE,
AS SHOWN ON THE SAID PLAT OF "OMNI ANNEX", FOR 74.74 FEET; THENCE SOUTH 89 DEGREES 56
MINUTES 39 SECONDS EAST ALONG A LINE THAT IS 25.00 FEET NORTH OF AND PARALLEL WITH THE
CENTERLINE OF N. E. 17TH TERRACE AS SHOWN ON SAID PLAT OF "OMNI ANNEX", FOR 79.73 FEET;
THENCE SOUTH 00 DEGREES 39 MINUTES 30 SECONDS WEST FOR 7.50 FEET; THENCE SOUTH 89 DEGREES
56 MINUTES 39 SECONDS EAST FOR 25.00 FEET; THENCE NORTH 00 DEGREES 39 MINUTES 30 SECONDS
EAST FOR 7.50 FEET TO THE POINT OF BEGINNING (THE LAST THREE DESCRIBED COURSES ARE COINCIDENT
WITH THE BOUNDARY LINE OF THE WEST 1/2 OF LOT 3 OF SAID "AMENDED MAP SEI I I ER ADDITION")
ALL LYING AND BEING IN SECTION 36, TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAMI-DADE
COUNTY, FLORIDA.
NOTES:
BEARINGS SHOWN HEREON REFER TO AN ASSUMED BEARING OF SOUTH 89 DEGREES 52 MINUTES 18
SECONDS EAST, ALONG THE NORTH LINE OF TRACT "A" AS SHOWN ON THE HEREIN REFERENCED PLAT OF
"OMNI ANNEX".
ORDERED BY: B.D.B. MIAMI L.L.C.
SHEET 3 OF 3 SHEETS
SCHWEBKE-SHISKIN & ASSOCIATES, INC.
LAND SURVEYORS -ENGINEERS -LAND PLANNERS - 3240 CORPORATE WAY-MIRAMAR, FL 33025
PHONE No.(954)435-7010 EA (954)4 :8
ORDER NO. 189139 PR' • i N, .t MY UPE (SION:
DATE: 04-21-2004
22413..dS.AIDI. l E. JACKSbN PRESEENT
VI 11b, WINO 1111101111111F
REVISIONS
4'