HomeMy WebLinkAboutExhibit BEXHIBIT "B"
*10:r10.119 _,11
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, 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 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 /
I-395 as shown on Florida Department of Transportation Right of Way Map for said State Road 836 / I-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 S 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 18016'21" 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 20011'16" E for a distance of 4.67 feet to a point of intersection with the Limited Access Right of Way line;
thence S 87049'11" 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 02016'12" 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 / I-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
P.O.B.
Point of Beginning
PT
Point of Tangency
R
Property Line
FDOT
Florida Department of Transportation
LB.
Licensed Business
F.P. NO.
Financial Project Number
LT
Left
STA.
Station
No.
Number
SEC.
Section
SR
State Road
TWP.
Township
SQ. FT.
Square Feet
RGE.
Range
R/W
Right of Way
EXIST.
Existing
RES
Resolution
ORB
Official Record Book
(P)
Plat
PB
Plat Book
OFF-
Offset
PG.
Page
SYMBOLS:
PI
Point of intersection
a
Central angle
Baseline of Survey
ESMT.
Easement
Center Line
L.A.
Limited Access
Monument Line
COR.
Corner
Spring Line
T
Tangent
L
Arc Length of curve
R
Radius
708
Parcel Number
P.O.C.
Point of Commencement
Subdivision Block
O
Number
UPDATE TITLE SEARCH CEA
REVISION BY
Carlos E. AI so Date
Professional Surveyor & Mapper
Florida Cert icate No. 6669
Licensed Business: LB-2439
13960 SW 47th Street
Miami, Florida 33175
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
12/19 DRAWN DH 09-19
DATE CHECKED CA 09-19
PREPARED BY:
MANUEL G. VERA AND ASSOCIATES INC. LB#2439
F.P. No. 251688-1
DATA SOURCE
SEE SURVEYOR'S NOTES
SECTION 87200 1 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 / I-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 / I-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 / I-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 39031'18"
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 54056'40" 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 87046'56" 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 87046'56" 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 87046'56" 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) / I-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_3951312 & 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 I I
EXISTING LIMITED ACCESS R/W LINE
RIGHT OF WAY LINE — —
EXISTING EASEMENT - - - - - - - VACATED/ORIGINAL LOT LINE NOT A SURVEY
EXISTING NON -VEHICLE ACCESS LINE
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SUBDIVISION LIMITS 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 PREPARED BY DATA SOURCE
MANUEL G VERA AND ASSOCIATES INC , 33175 LB82439 SEE SURVEYOR'S NOTES
13960 SW 47th STREET MWM. FLORIDA
UPDATE TITLE SEARCH CEA 12119 DRAWN DH 09� 19
REVISION BY DATE CHECKED CA 09-19 F.P. No. 251688-1 SECTION 87200 SHEET 02 OF 05
EXHIBIT "A11
SECTION 36, TOWNSHIP 53 S., RANGE 41 E.MIAMI-DADE COUNTY, FLORIDA
PARCEL NO.
OWNER'S NAME
PARCELS AREA
REMAINDER
COMMENTS
6748 PART-1
6748 PART -II
FLORIDA DEPARTMENT
OF TRANSPORTATION
± 11,801 SQ. FT.
± 2,206 SQ. FT.
N/A
N/A
P.O.C.
INTERSECTION OF
If NW 13th STREET AND
ISj3, rti NW 1st AVENUE
CORRECTED PLAT OF BLOCK ONE
812 BALDWIN OXAR & OXAR SUBDIVISION
NOT A SURVEY P.B. 6, PG. 43
THIS DOCUMENT CONSISTS OF FOR PARCEL 6748 PART -I
FIVE (5) SHEETS AND SHALL NOT GEOMETRY SEE SHEET
BE CONSIDERED FULL, VALID, AND
COMPLETE UNLESS EACH SHEET IS FOUR (4) OF FIVE (5) AND 1 0 30 60 120 180
C
ATTACHED TO THE OTHER. 16748 PART -II GEOMETRY SEE
NOTE: FOR LINE TYPES LEGEND SHEET FIVE (5) OF FIVE (5)
SEE SHEET TWO (2) OF FIVE (5) L Scale: 1" = 601
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 836 (DOLPHIN EXPRESSWAY) / I-395 MIAMI-DADE COUNTY
BY DATE PREPARED BY; DATA SOURCE
MANUEL G VERA AND ASSOCIATES INC. LB#2439 SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH CEA 12/19
DRAWN DH 09-19 13960 SW 4 . STREET,
TREET MIAMI FLORIDA 33175
REVISION 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+ 9.22
,sue P.O.B. PART -I NW 13th STREET
R=135.00'
A=15059'46"
L=37.69'
FOF S,q R�l�i +
R p Sr R 836 A ,
\NO �cS 8 MgPR)Ln
64
0 / N
in
rn
Ln
to
N
w fV
w �.
> °
r, Q o'
°
o 1 z,
z
z r
w Lu
z Z
J J
c I cc
Ln Ln in
w I w
3
N 87046'56" E
71.05'
00
;O/���O
�N R-Sq1,26„ W�
w _ A[
RADIAL
'^r 1515+08.65
Fun 16.56' LT.
C� 1515+32.93
v1 62.22' LT.
EXIST. L.A. R/W LINE OF SR 836
PER FDOT R/W MAP, SEC. 87200,
F.P. No. 251688-1
` PART I yfN Fkp RO
pFks R 'SS
FPR 4.,q S�i{/,q
a
SI6 8 Mqp SOPS 39S)
Ln o: Fc ) 836
m � 11 �06
Lri _j a 1515+79.06
+'^ 197.14' LT.
rn
6 R=399.00'
tnN A=04°22'34"
� L= 30.47'
S 20011' 16" E
1515+88.72 LIMITED ACCESS R/W LINE
I230.18' LT.
S 87049111" W
13.58'
CORRECTED PLAT OF BLOCK ONE
BALDWIN OXAR & OXAR SUBDIVISION
P.B. 6, PG. 43
NOT A SURVEY 0 30 60 120 180
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE Scale: 1" = 60'
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
UPDATE TITLE SEARCH I CEA
REVISION I BY
BY DATE
12/19 DRAWN DH 09-19
DATE CHECKED CA 09-19
PREPARED BY:
MANUEL G VERA AND ASSOCIATES INC LB#2439
F.P. No. 251688-1
DATA SOIL RCE
SEE SURVEYOR'S NOTES
SECTION 87200 I SHEET 04 OF 05
EXHIBIT "A"
SECTION 36, TOWNSHIP 53 S., RANGE 41 E. MIAMI-DADE COUNTY, FLORIDA
WEST R/W LINE
w
1516+47.9
;n6748 204.40' LT.
o
PART II 1515+35.24 N 54056'40E 11.47' o
149.36LT. 1516+42.37
L=93.12' R= 194.37' LT. <1,897.4
�3903°30=6.22'
15
6ER0D85 6n
1310LT 84
Q`�WLNW 12.15S
°54S 671516+52-85
P.O.B. PART -II 2 11\ 154 195.23' LT.
NW 13th STREET
514+66.3 +9
1075 LT LT. �\ 3
S 746'56"
W
O
EXIST. L.A. R/W LINE OF SR 836 U
PER FDOT R/W MAP, SEC. 87200, '°S4'36„ •-•
F.P. NO. 251688-1
w 88
I Z
STATE ROAD 836 DOLPHIN EXPRESSWAY (I-395)
CORRECTED PLAT OF BLOCK ONE BALDWIN OXAR & OXAR SUBDIVISION
P.B. 6, PG. 43
NOT A SURVEY 0 20 40 80 120
THIS DOCUMENT CONSISTS OF FIVE (5) SHEETS AND
SHALL NOT BE CONSIDERED FULL, VALID, AND COMPLETE Scale: 1" = 40'
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 PREPARED BY DATA SOURCE
MANUEL G VERA AND ASSOCIATES INC., LB#2439
n°an <W A7 h CT—T u SEE SURVEYOR'S NOTES
UPDATE TITLE SEARCH CEA 12/19
DRAWN DH 09-19 - - ...-- -- - — -
REVISION By DATE CHECKED CA 09-19
F.P. No. 251688-1 SECTION 87200 SHEET 05 OF 05