HomeMy WebLinkAboutExhibitEXHIBIT "A"
15 16 171 18 19 20 21 22 23 ; 24
N.E. 41st STREET ----SKETCH
BILTMORE
11
BLOCK 9
P 8. 6 PG. 67
12 1
10 9 8 7 6 5 4
24
7
23 120
22 1AME
2
„rzertrir .re
16 114 12 10 18 6 st 12
FLAT OE ci0A/Me-RIA BO-MORE
iBLOCK 2 ;R.B. p RGI 11.3.3 1
N.E. 40th STREET
r 24 12a 181 15; 114 7 70 F8r 6 4
;
23 19 17 115 113 11 8 ; 7 5
22 AMENOEO RLAT OF; COMMRcIAL
21 BILTMORE BLOCK .3, ff'.R. ¢ ec; 1,32
1
2 '
4
LOCATION
Lu
LOCATION SKETCH
CITY OF MIAMI, MIAMI—DADE COUNTY FLORIDA
SCALE: 1" = 150'
LEGAL DESCRIPTION:
1280H ml10 ol RE; ;
BLOCK 0
P.B. p PG.1 67
T 20;
1.24 21;
MENDED
or COMMERCIAL
BIL ORE @LOCK 1
P.
-r-
7z
2.3 21; 1/8
220
pomMEIRCIAL
BILTMOREISEPOND
P.E.112,; 1P.P. 44
A portion of the 12 foot wide alley lying between Block 9, of BILTMORE according to the plat
thereof as recorded in Plat Book 6, and Block 2 of AMENDED PLAT OF COMMERCIAL BILTMORE
according to the plat thereof as recorded in Plat Book 6, Page132, of the Public Records of
Miami —Dade County, Florida, being more particularly described as follows:
BEGINNING at the Southeast corner of Lot 1, of said Block 9, the said point being on the
Westerly Right of Way line of Northeast 1st Avenue; THENCE South 89°59'31" West, along the
South line of said Block 9, for a distance 175.17 feet; THENCE South 00°00'51" East; for a
distance of 12.00 feet to a point on the North line of said Block 2; THENCE North 89°59'31"
East along said North line of Block 2 for a distance of 175.17 feet to a point on the Westerly
Right of Way line of Northeast 1st Avenue as shown on said plats; THENCE North 00°01'26"
West for a distance of 12.00 feet to the POINT OF BEGINNING.
BEC REF. B E C. DRAWING BR- 973, ORDER NO. 03 82829
01 -17-2014
DRAWING: 2176-SS-08
CLIENT NAME:
DACRA DEVELOPMENT
DATE:
01-14-2014
BEC ORDER #
03-82829
DRAWN BY
J.K.B.
SHEET 1 OF 3
BISCAYNE ENGINEERING COMPANY, INC. TEL (305) 324-7671, FAX (305) 324-1700
yi„,„,, 1898 529 WEST FL 33130 WWW. BISCAYNEENGINEERING. COM
SYMBOLS AND
ABBREVIATIONS:
COR. = CORNER
E'LY = EASTERLY
L = LENGTH
(WHEN USED IN CURVE DATA)
NE. = NORTHEAST
N'LY = NORTHERLY
NW. = NORTHWEST
P.B. = PLAT BOOK
P.C.C. = POINT OF COMPOUND
CURVATURE
PG. = PAGE
P.O.C. = POINT OF COMMENCEMENT
P.O.B. = POINT OF BEGINNING
SURVEYOR'S NOTES:
— This is not a Survey.
R = RADIUS
R/W = RIGHT OF WAY
SEC. — SECTION
S'LY = SOUTHERLY
TWP = TOWNSHIP
WLY = WESTERLY
6 = DEFLECTION ANGLE
= CENTER LINE
= MONUMENT LINE
— This Site lies in Southeast 1/4 of Section
City of Miami, Miami —Dade County Florida.
24, Township 53 South, Range 41 East,
— Bearing shown hereon are assumed and are referenced to the
Line of N.E. 1th Avenue, having a bearing of NOO°01'26"W.
— Alley contains an area 2102.0 square feet more or less:
— Document is not complete without all 3 pages.
SURVEYOR'S CERTIFICATE:
Westerly Right of Way
I hereby certify that the attached "SKETCH TO ACCOMPANY LEGAL DESCRIPTION" was prepared
in accordance with the Minimum Technical Standards for Surveying and Mapping, set forth in
Chapter 5J-17 Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Not
valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper.
THIS IS NOT A SURVEY
Biscayne Engineering Company, Inc.
529 West Flagler Street, Miami, FL. 33130
Tel. (305) 324-7671, Fax (305) 324-0809
State of Florida Department of Agriculture
LB-2, 00129
Dat/e:
Andrew D. Conner, PSM, For the Firm, Vice President
Professional Surveyor and Mapper No. 5995
State of Florida
BEC REF. 13.R.C, DRAWING BR -973, ORDER NO. 03 ,82829
01 17 2014
DRAWING:
21 76-SS-08
CLIENT NAME:
DACRA DEVELOPMENT
DATE:
01-17-2014
BEC ORDER
03-82829
DRAWN BY
K.B.
SHEET
2
BISCAYNE ENGINEERING COMPANY, INC. TEL (305) 324— 7671, FAX (305) 324-1700
49 8 529 WEST FLAGLER ST, MIAMI FL 33130
WWW. BISCAYNEENGINEERING, COM
GRAPHIC SCALE
0 25 50
"A"
EXHIBIT
,-, -I-,
•
1 inch = 50 ft. E
BLOCK
BILTMORE P
20 21
50 (P) 50 '(P)
8
B. 6 PG. 67
22
50 '(P)
23
50 '(P)
24
2.51P)
BLOCK 7
"BILTMORE
P.B. 6 PG.
) i
Lf- ci if;
c\'
- t e
N.E. 41s STREET
ID CLAREMONT STREET (P)
Lr-3
cv 50' R/WN
-7
50(P) 501P)
BLOCK
BILTMORE P
6 ''---,„ 5 4 -----
POINT
50(P) 50(F') 25(P)
9 A = 89
B. 6 PG. 67 R = 25.00'
L = 39.26' _
:-.. ---\
3 2 ck 1
;•_..
5. 0' ----
-- .30.0' --
cp
-- 3.5.0' —
12
OF BEGINNING
SOUTHEAST CORNER OF LOT 1,
BLOCK 9 BILTMORE PLAT 6,
500°00'51"E PAGE 67
CO N
0
(f)
N
N
12.00' S89° 59' 31 "W 175.17'
50(P) 501P) 50(P) 50rP) t 50"(P)
(-7)
¢
501P)
1
2 ALLEY (P.8. 6, PG. 1J2 12' ALLEY (P.8. 6, PG. 1,52) 2102. 0 SQ. FT
- _jc°
NOT A PART
25(P) 25(P) 25(P) 25(P) 2.5(P)
BLOCK 2 N89"
AMENDED PLAT OF NOREJ-I-/
2.5(p)1 2.5(P)I 251P)I
k5.9 31"E 175.
LIN OF -- NO
25(P) 251P)
17'1
'01'26 l'W
'Thco
EN
i-',-
- ,.„.
(oLL
N -cs,
- L.l] CON
25(P)
24 23
OCN
COMMERCIAL BILTMOE
P.B. 6, P.C. 132
--\ -"N ""'N - "Q i ,N
,...
11 10 9 8 7 6
25(P) 2.5(P) 25(P) 25(P)
LOCK
--• --\ --\
Qt. Ezt.
,...
5 4 J
25(P) 2.5(P) 2.5(P)
I
2.00' 1
1
2 11 1
2 (P)
8
LO 4
0
.0 cij
Z L
Cli
8 Q
-_.1 Lo - .
CO CO
Z
Lu
25(P) 25"(P)
-c-) ID
c\I
t _I
1 1 1- -t
N. E. 40th STREET .-
N-i r-j
In MSTREET (P) n
=90.01'10"
R=25.00'
L=39.28'A/N
25(P) 251F9 2.5(P) 25(191 2.5"(P) 25(P) 25'(P) 25IP) 25'(P) 25(P)
11 10 9 8 7 6 BLOCK 3 ..'5 4 3 2 7
AMENDED PLAT OF cpmmERpIAL BILTMORE 39.27(F'
I PJ3. 6, p.G. 132 I I
—
,50.0' -
- - 5.0'
- ,5.0' -
' I ,-
261P)
.
1
- Document is not complete without all 3 pages.
BEC REF. R.E.C. DRAWING BR-973, ORDER NO. 03 82E129
01-17-2014
DRAWING: 21 76-SS-08
CLIENT NAME: DACRA DEVELOPMENT
DATE: 01-17-2014
BEC ORDER 03-82829
DRAWN BY JKB.
SHEET 3 of 3
BISCAYNE ENGINEERING COMPANY, INC. TEL (305) 324-7671, FAX (305) 324-1700
529 WEST FLAGLER ST, MIAMI FL 33130 WWW.BISCAYNEENGINEERING.COM