HomeMy WebLinkAboutExhibit 1SURPLUS LANDS /
N.W. CORNER OF SEC. 36-53-41
N.W. 20ft S TRO T
— — — — — — GRAPHIC SCALE
I ��NORTHUNE OF THE NW
in 1/4 SEC. 36-53-41 zs' so' 100'
(91'15';�..) h � --- -'---�
91'15'2x"
( IN FEET )
5' I— —T- B E C 1 inch = 50 ft.
LOT 11 I SYMBOLS AND ABBREVIAnONS•
SEC. - SEcnoN
h
TW. - TOWNSHIP
LOT 10 b nt �� RGE. - RANGE
I *-+ I P.O-C- - POINT OF COAIAIENCEmENT
P.0.8. - POINT OF BEGINNING
o r, Fr I P.B. - PLAT BOOK
i I N LOT 9 I I C I C 1 O.R-B. - OnCIAL RECORDS BOOK
Q ,� a PG. - PAGE
Z z - - - — — �J 16 R US
- RC LENGTH
Uj LOT 8 I = r� d - CENTRAL DELTA ANGLE
op `S• P.C. - POINT OF CURVATURE
C. C"
o �- — 2 I RIW - RIGHT-OF-WAY
w — - — (100) - RECORDED PLAT DIMENSION
3 LOT 1 � � _ � _ 100' - MEASURED/PRORATED DIMENSION
`N 1� - rt - CENTER UNE
Ii
Ni �-`r 0- - - — -- S Ii - MONUMENT LINE
3 3 z a
W LOT o LOT 16 SURVEYORS NOTES-
40 00
hl Z o 1 >- - — - 1. Bear;;ngs`shown hereon ore on or. assumed bcsrs,
o U and are referenced to the City of Miami N.W. 7th
2 I -j o n 2 W y LOT 5 m Avenue Monument Line, having c heart 1g of
2 OZ Lt m N 00'59'36 " W.
Z N V W 2. !his sketch and ;ego/ descriP:,an ore valid on;y
W LDT 17 when ell sheets are combined, forming 'he complete
�— — -- —±—o
JJ V docun-ent.
Io i� w LOT 4 p I I — - - 3. Platted easements (;f any) are rat shown.
_ -- —._ — o _ Not valid without the signature and
LOT 3 , I o I LOT 18 Surveyorraised Sed ea dt+�u tbg F3or'do
J Q appy
5' -- y-- 9
' THS IS NOT A SURVEY
�25 -
35' �J LOT 2
w ` BISCAYNE ENGINEERING COMPANY, INC.
529 WEST rZ AGLER STREET, M/AMI, FL. 33130
�ea4ti 4$ LOT 1 SITE LOT 19 (305) 324-7671
98'44'36" STATE OF FLORIDA DEPARTMENT OF BUSINESS
r- AND PROFESSIONAL REGULATION
EB -0000129, LB -0000129
— w N8T45'DO_E P"�' �
t-- — .%� DA TE: 11 /21 /2008
GNI W. Imp TERRACE R WOLFGA c S. HUECK
rl�T-
S, PROFESSIONAL SURVEYOR AND MAPPER No 6519
1STATE OF FLORIDA
Drawing No. 2094 -SS -13 BEC Ref. 78320
F:',VEY\PROJECTS\78000's\78382 MAMCA MV 7 AMdrg\78382-2094-SS-13.dwg 11/21/2008 1+23+36 PM EST
Layout 1
PROJECT: SUFRPL-US -ANDS SKETCH 8� I�ESCF2IPTION
SURVEY DATE: N/A CLIENT NAME: DRAWN BY
MAMCO P.F.
REVISION DATE: BEC ORDER #. SHEET
03-78382 1 OF 2
BISCAYNE ENGINEERING COMPANY, INC. TEL (305) 324-7671, FAX (305) 324-1700
di- f899 529 WEST FL/AIGLER ST, MIAMI FL 33130 WWW BISCAYNEENGINEERING.COM
�(Gl n
WIN 140 ACCOWJPJUWY
LBOAL ]DCRow
SURPLUS LANDS
35'
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15.14'
LOT 2
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RADIAL
._..,_.89170'.
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L=29.4.3'
L=39.82'
R=25.00' LOT 1
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X9175 24 NORTH LJNE OF THE O O
SOUTH 5.00' OF LOT 1 (n h
N87'45'00'E 7224'
P. 529 SQ. FT. 0.012 AC.
S87'45'00'W 74.38'
(100') —4
-- s' R=25.00' o P.O.B. SW CORNER
_6726.32- + N 8745'00" E 0 OT 1 —
I�
�- GRAPHIC SCALE
--{ 2.5' 0 10' 20' 40'
( )
LEGAL DESCRIPT70N: IN FEET
1 inch = 20 ft.
A portion of Lots 1 and 2 in Block 8 of ROBERTS AND GRENTNER ADDITION, as recorded in Plot Book 10, Page 56 of
the Public Records of Miomi-Dade County, Florida, being more particularly described as follows.
Beginning at the Southwest corner of said Lot 1; Thence South 87'45'00' West, 74.38 feet along the South line of said
Lot 1 to a Point of Curvature; Thence Northwesterly 29.43 feet along the Southwesterly line of said Lot 1, also being
the Arc of a Curve concave to the Northeast, having d Radius of 25.00 feet and a Central Delta Angle of 677632", to
the East zoned Right -of -Way line of N.W. 7th Avenue lying 35.00 feet East of and parallel with the zoned Centerline of
said N.W 7th Avenue; Thence North 005936" West, 15.14 feet along said East Zoned Right -of -Way line to o Point of
Cusp with a Curve concave to the Northeast, having a Radius of 25.00 feet and to which Point a Radial line bears
South 89'00'24" West; Thence Southeasterly 39.82 feet along the arc of said curve through o Central Delta Angle of
9175'24" to the North line of the South 5.00 feet of said Lot 1; Thence North 87'45'00' East, 72.24 feet along said
North line to the East line of said Lot 1; Thence South 0104'11" East, 5.00 feet along said East line to the Point of
Beginning.
Containing 529 square feet, or 0.012 Acres, more or less.
Drawing No. 2094 -SS -13 BEC Ref. 03-78320
r:\SORvEY\PRDJECTS\78000•x\78382 NAMCO NY 7 AVE\DVG\78382-2094-SS-13.d.2 12/4/2008 10:33:17 An EST ln7oul•. i
PROJECT: SUF;,PLIJS LANDS SKETCH 8, E:)ESC4Z1F=1'TION
SURVEY DATE.- N/A CLIENT NAME MAMCO DRAWN BY P.F.
REVISION DATE: ' 2/O4/08 BEC ORDER # 03-78382 SHEET 2 OF 2
BISCAYNE ENGINEERING COMPANY, INC. TEL (305) 324-7671, FAX (305) 324-1700
y;," fags 529 WEST FLAGLER ST, MLAlO FL 33130 WWW. BISCAYNEENGINEERING.COM