HomeMy WebLinkAboutExhibit BEXHIBIT "B"
EXHIBIT "A"
LEGAL DESCRIPTION - PARCEL 6748 PART -I
A portion of the Existing Right of Way of NW 13th Street, of Corrected Plat of Block One Baldwin Oxar & Oxar
Subdivision, according to the plat thereof, as recorded in Plat Book 6, at Page 43, of the Public Records of Miami Dade
County, Horida and as shown on Florida Department of Transportation Right of Way Map for State Road 836 / 1-395,
Section 87200, F.P. No. 251688-1 and more particularly described as follows:
Commence at the point of intersection of the City of Miami Monument Line of NW 13th Street and NW 1st Avenue as
shown on said Florida Department of Transportation Right of Way Map for State Road 836 / 1-395, Section 87200,
F.P. No. 251688-1; thence N 87°46'56" E, along the prolongation of the City of Miami Monument Line of said NW 13th
Street, for a distance of 117.12 feet; thence S 02° 13'04" E at a right angle for the previously described line for a
distance of 25.00 feet to a point of intersection of the Existing Limited Access Right of Way line for State Road 836 /
1-395 as shown on Florida Department of Transportation Right of Way Map for said State Road 836 / 1-395, Section
87200, said point also being the POINT OF BEGINNING of the hereinafter described parcel and a point on a
non -tangent circular curve concave to the Southeast, whose radius bear N 31°44'09" W from the center of said curve;
thence southwesterly, southerly and southeasterly along the arc of said curve to the left, having a radius of 85.00 feet
and a central angle of 60°21'31" for a distance of 89.54 feet; thence 5 02°05'40" E for a distance of 51.71 feet to a
point of curvature of a circular curve concave to the West; thence southeasterly, southerly and southwesterly along the
arc of said curve to the right, having a radius of 449.00 feet and a central angle of 18°16'21" for a distance of
143.19 to a point of reverse curve concave to the East; thence southwesterly southerly and southeasterly along the arc
of said curve to the left, having a radius of 399.00 feet and a central angle of 04°22'34" for a distance of 30.47 feet;
thence S 20°11'16" E for a distance of 4.67 feet to a point of intersection with the Limited Access Right of Way line;
thence S 87°49'11" W along said Limited Access Right of Way line for a distance of 13.58 feet to a point of
intersection of the East Right of Way line of NW 1st Avenue; thence N 02°16'12" W along said East Right of Way line
of NW 1st Avenue for a distance of 265.93 feet to a point on a circular curve concave to the southeast; said point
bears N 74°59'26" W from the center of said curve; thence northeasterly along the arc of said curve to the right,
having a radius of 135.00 feet and a central angle of 15°59'46" for a distance of 37.69 feet to a point of intersection
with the Existing Limited Access Right of Way line for State Road 836 / 1-395; thence N 87°46'56" E along said Existing
Limited Access Right of Way line for State Road 836 / 1-395 for a distance of 71.05 feet to the POINT OF BEGINNING.
Containing 11,801 Square Feet more or less.
LEGEND:
PC - Point of Curvature
PT - Point of Tangency
FDOT - Florida Department of Transportation
F.P. NO. - Financial Project Number
STA. - Station
SEC. - Section
TWP. - Township
RGE. - Range
EXIST. - Existing
ORB - Official Record Book
PB - Plat Book
PG. - Page
PI - Point of intersection
- Central angle
ESMT. - Easement
L.A. - Limited Access
COR. - Corner
T - Tangent
L - Arc Length of curve
R - Radius
P.O.C. - Point of Commencement
P.O.B.
LB.
LT
No.
SR
SQ. FT
R/W
RES
(P)
OFF-
- Point of Beginning
- Property Line
- Licensed Business
- Left
- Number
- State Road
- Square Feet
- Right of Way
- Resolution
- Plat
• Offset
SYMBOLS:
I.
Q
�n
V
Baseline of Survey
Center Line
Monument Line
Spring Line
- Parcel Number
- Subdivision Block
Number
06-/)
Carlos E. Al. so
Professional Surveyor & Mapper
Florida Cent icate No. 6669
Licensed Business: LB-2439
13960 SW 47th Street
Miami, Florida 33175
Date
NOT A SURVEY
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE
UNLESS EACH SHEET IS ATTACHED TO THE OTHER.
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395 MIAMI-DADE COUNTY
BY
DATE
DRAWN
DH
09-19
PREPARED BY:
MANUEL G. VERA AND ASSOCIATES INC. LB#2439
13960 SW 47th STREET, MIAMI FLORIDA 33175
DATA SOURCE
SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH
CEA
12/19
REVISION
BY
DATE
CHECKED
CA
09-19
F.P. No. 251688-1 SECTION 87200
SHEET 01 OF 05
EXHIBIT "A"
LEGAL DESCRIPTION - PARCEL 6748 PART -II
A portion of the Existing Right of Way of NW 13th Street, of Corrected Plat of Block One Baldwin Oxar & Oxar
Subdivision, according to the plat thereof, as recorded in Plat Book 6, at Page 43, of the Public Records of Miami Dade
County, Florida and as shown on Florida Department of Transportation Right of Way Map for State Road 836 / 1-395,
Section 87200, F.P. No. 251688-1 and more particularly described as follows:
Commence at the point of intersection of the City of Miami Monument Line of NW 13th Street and NW 1st Avenue as
shown on said Florida Department of Transportation Right of Way Map for State Road 836 / 1-395, Section 87200,
F.P. No. 251688-1; thence N 87°46'56" E, along the prolongation of the City of Miami Monument Line of said NW 13th
Street, for a distance of 86.62 feet; thence N 02°13'04" W at a right angle for the previously described line for a
distance of 15.00 feet to a point of the Existing Limited Access Right of Way line for State Road 836 / 1-395 as shown
on Florida Department of Transportation Right of Way Map for said State Road 836 / 1-395, Section 87200, said point
also being the POINT OF BEGINNING of the hereinafter described parcel and a point on a non -tangent circular curve
concave to the South, said point bears N 34°38'21" W from the center of said curve; thence northeasterly, easterly and
southeasterly along the arc of said curve to the right, having a radius of 135.00 feet and a central angle of 39°31'18"
for a distance of 93.12 feet to a point of reverse curvature of a curve concave to the North; thence southeasterly,
easterly and northeasterly along the arc of said curve to the left, having a radius of 1,897.45 feet and a central angle
of 03°30'34" for a distance of 116.22 feet; thence N 54°56'40" E for a distance of 11.47 feet to a point of intersection
with the East Right of Way line of NW Miami Court; thence S 02°18'15" E along said East Right of Way line of NW
Miami Court for a distance of 10.40 feet to a point of intersection with the Existing Limited Access Right of Way line for
State Road 836 / 1-395 as shown on Florida Department of Transportation Right of Way Map for said State Road 836 /
I-395; thence along said the Existing Limited Access Right of Way line for State Road 836 / 1-395 for the following three
(3) courses; (1) thence S 87°46'56" W for a distance of 187.45 feet; (2) thence S 67°54'36" E for a distance of
12.15 feet; (3) thence S 87°46'56" W for a distance of 38.04 feet to the POINT OF BEGINNING.
Containing 2,206 Square Feet more or less.
SURVEYOR'S NOTES:
- Bearings and coordinates are relative to the State Plane Coordinate System, Florida East Zone (901),
Transverse Mercator Projection, North American Datum 1983, 2007 adjustment (NAD83/07),
where the Monument Line of NW 13th Street bears N 87°46'56" E.
- 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.
- Not valid without the original signature and seal of a Florida Licensed Surveyor and Mapper.
- Baseline of Survey and Right of Way Lines shown on this Sketch and Legal are based on a Right of Way
DGN file of State Road 836 (Dolphin Expressway) / 1-395, Section 87200 prepared by CH Perez & Associates
Consulting Engineer, Inc., F.P. No. 251688-1, dated November 20th, 2012 and provided by
Florida Department of Transportation, District VI.
- All stations and offsets refer to the Baseline of Survey.
- Title Search 29642_395P12 & P23 Pt2 from American Government Services Corporation, dated November 1st, 2019.
- I hereby certify that the Sketch and Legal Description was prepared under my direction and that said Sketch and
Legal Description is in compliance with Chapter 51-17, Florida Administrative Code, pursuant to Section 472.027,
Florida Statutes.
- Manuel G. Vera & Associates, Inc. does carry Professional Liability Insurance for Surveying and Mapping Services.
LINE TYPES:
SECTION LINE
CITY LIMIT LINE
EXISTING RIGHT OF WAY LINE
BASE OR SURVEY LINE
EXISTING LIMITED ACCESS R/W LINE
RIGHT OF WAY LINE
EXISTING EASEMENT
VACATED/ORIGINAL LOT UNE
EXISTING NON -VEHICLE ACCESS LINE ////////////////////////,
SUBDIVISION LIMITS
I � I
NOT A SURVEY
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE
UNLESS EACH SHEET IS ATTACHED TO THE OTHER.
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395 MIAMI-DADE COUNTY
BY
DATE
DRAWN
DH
0919
PREPARED BY
MANUEL G VERA AND ASSOCIATES INC , LB#2439
13960 SW 47th STREET, MIAMI FLORIDA 33175
DATA SOURCE
SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH
CEA
12119
REVISION
BY
DATE
CHECKED
CA
09-19
F.P. No. 251688-1 SECTION 87200
SHEET 02 OF 05
EXHIBIT "A"
SECTION 36, TOWNSHIP 53 S., RANGE 41 E. MIAMI-DADE COUNTY, FLORIDA
PARCEL NO.
OWNER'S NAME
PARCELS AREA
REMAINDER
COMMENTS
6748 PART -I
6748 PART -II
FLORIDA DEPARTMENT
OF TRANSPORTATION
± 11,801 SQ. FT.
± 2,206 SQ. FT.
N/A
N/A
P.O.C.
INTERSECTION OF
re NW 13th STREET AND
ISI3 re NW 1st AVENUE
P.O.B. PART-Il
1514+66.13
89.72' LT.
NO2°13'0"W
25'
z
20' 5
NOT A SURVEY
THIS DOCUMENT CONSISTS OF
FIVE (5) SHEETS AND SHALL NOT
BE CONSIDERED FULL, VALID, AND
COMPLETE UNLESS EACH SHEET IS
ATTACHED TO THE OTHER.
NOTE: FOR LINE TYPES LEGEND
SEE SHEET TWO (2) OF FIVE (5)
S 02°13'04"
25.00'
PART I
a
0
EXIST. L.A. R/W LINE
P.O.B. PART -I
1515+11.88
68.83' LT.
'0I
WEST R/W LINE
N87°46'56"E
N °5821,
R� 43
6
C oO 6689g8,
6"°
4g�8
p g cp832, 6„F32,
oR���Cj
No. A q OF
2SI 8F1 8� 036 I z
0 \
PART II
000, S71,..... ofS�R.
N F Fy
F FxpRFSgO 8
36
PO? : 4 4 5�,4 Y (I.
N P.P. R w�' <t ''�9S
64°01'pI„ N° ? 16 SFC SR %
w 88 • 8., 36
00
5
126.50'(P) in L 1
tc•
25_�a 7 11 b � to 6 '(C,
b to iO 125.30'S
t^ 125.26' //_//_
/ / / 126.39-Y/T0 / N 87°49' 11" E 200.00'
LIMITED ACCESS R/W LINE
e) 00
• 03,
ISI
to
\ U
0
0
k
20'
9.63'
CORRECTED PLAT OF BLOCK ONE
BALDWIN OXAR & OXAR SUBDIVISION
1 P.B. 6, PG. 43
1 FOR PARCEL 6748 PART -I I
1 FOUR (4) OY SEE SHEET F FIVE (5) AND 1 0 30 60
16748 PART -II GEOMETRY SEES
1 SHEET FIVE (5) OF FIVE (5)
120
NW MIAMI COURT
180
Scale: 1" = 60'
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395
MIAMI-DADE COUNTY
BY
DATE
DRAWN
DH
09-19
PREPARED BY,
MANUEL G VERA AND ASSOCIATES INC. LB#2439
13960 SW 47th STREET, MIAMI FLORIDA 33175
DATA SOURCE
SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH I CEA
12/19
REVISION 1 BY
DATE
CHECKED
CA
09-19
F.P. No. 251688-1
SECTION 87200
SHEET 03 OF 05
EXHIBIT "A"
SECTION 36, TOWNSHIP 53 S., RANGE 41 E. MIAMI-DADE COUNTY, FLORIDA
EXIST. L.A. R/W LINE
514+49.22
35.33' LT.
R=135.00'
i=15°59'46"
L=37.69'
N 02°16'12" W
W
z
w
a
N 87°46'56" E
71.05'
02°16'12" W
EAST R/W LINE
/ / /
P.O.B. PART -I NW 13th STREET
1515+11.88
68.83' LT.
\2
h 3A \"', ,, EXIST. L.A. R/W LINE OF SR 836
w °'1', PER FDOT R/W MAP, SEC. 87200,
�o�i� 9a\ o F.P. No. 251688-1
a't4 v �\ `9,
�N 2q °5 \ �y
w \RApJg6„W�
o- 5 87°54'20" W
vr,., RADIAL
^r 1515+08.65
N,-,
16.56' LT.
o 1515+32.93
In Y 62.22' LT.
z o
O
a;,c)
,�
co
• '1'2- - 1515+79.06
• 197.14' LT.
rn
t.o R=399.00'
InN A=04°22'34"
/z-
L=30.47'
S 20 11' 16" E
1515+76.74/ '\ \1515+88.72
230.18' LT.
236.58' LT.
NOT A SURVEY
S 87°49'11" W
13.58'
OO4pH ST.T
Fk H 4x RROg0
% 7. q FSS11,4 y 6
�O. s R 168W8�Mqp ' << (I.3
F o,� 9SJ
106,
/—/—/
LIMITED ACCESS R/W LINE
CORRECTED PLAT OF BLOCK ONE
BALDWIN OXAR & OXAR SUBDIVISION
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE
UNLESS EACH SHEET IS ATTACHED TO THE OTHER.
P.B. 6, PG. 43
0
30
60
120
180
Scale: 1" = 60'
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395 MIAMI-DADE COUNTY
BY
DATE
DRAWN
DH
09-19
PREPARED BY:
MANUEL G VERA AND ASSOCIATES INC LB#2439
13960 SW 47th STREET, MIAMI FLORIDA 33175
DATA SOuRCE
SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH
CEA
12/19
REVISION
BY
DATE
CHECKED
CA
09-19
F.P. No. 251688-1
SECTION 87200
SHEET 04 OF 05
EXHIBIT "A"
SECTION 36, TOWNSHIP 53 5., RANGE 41 E. MIAMI-DADE COUNTY, FLORIDA
EXIST. L.A.
R/W LINE
P.O.B. PART -II
1514+66.13
89.72' LT.
PART II
D/39 L=93.12'
1514+87.55
106.84' LT.
12.15'
S 67°54'36" E
1514+99.67
�\� 107.65' LT.
38.04'
S 87°46'56" W
EXIST. L.A. R/W LINE OF SR 836
PER FDOT R/W F AP,P.NSE SEC.
87200,
WEST R/W LINE
1516+47.93
204.40' LT.
1515+35.24 N 54°56'40" E 11.47'
149.36' LT. 1516+42.37116.22
194.37' LT.
R=1,897.45'03°30'34" L='
S 87°46'56" W
NW 13th STREET
187.45'
1516+52.85
195.23' LT.
STATE ROAD 836 DOLPHIN EXPRESSWAY (I-395)
CORRECTED PLAT OF BLOCK ONE BALDWIN OXAR & OXAR SUBDIVISION
P.B. 6, PG. 43
NOT A SURVEY
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE
UNLESS EACH SHEET 15 ATTACHED TO THE OTHER.
0 20 40
80
NW MIAMI COURT
120
Scale: 1" = 40'
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395
MIAMI-DADE COUNTY
BY
DATE
DRAWN
DH
09-19
PREPARED BY
MANUEL G VERA AND ASSOCIATES INC., LB#2439
13960 SW 47th STREET, MIAMI FLORIDA 33175
DATA SOURCE
SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH
CEA
12/19
REVISION
BY
DATE
CHECKED '
CA
09-19
F.P. No. 251688-1
SECTION 87200
SHEET 05 OF 05