HomeMy WebLinkAboutExhibit ANORTH
EXHIBIT "A"
PARCEL DESCRIPTION & SKETCH
Flop R
ADDITION
_(P.B. 5, PG. 49)
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ADDITIO
(P.B. 5, PG. 49
3
1
NW CORNER
SEC. 2-54S-41E
NW 7TH ST
5
N
0
NW 5TH ST
ROGER
ADDITION
(P.B. 5, PG. 49)
II II)
LOCATION MAP
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A PORTION OF THE NW 1/4 OF SECTION 2, TOWNSHIP 54 SOUTH,
RANGE 4 1 EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA
(NOT TO SCALE)
SURVEYOR'S NOTES:
. THIS DOCUMENT IS NOT A LAND SURVEY.
2. BEARINGS SHOWN HEREON ARE BASED ON THE ASSUMED BEARING OF 587°43'OO"W ALONG THE NORTH RIGHT-OF-WAY LINE OF
NW 5TH STREET AS CALCULATED FROM THAT FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION
87502-2607, RECORDED IN MAP BOOK 83, PAGE 5, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
3. THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON
THIS SKETCH OR CONTAINED WITHIN THESE NOTES.
4. THIS SURVEY PRODUCT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR DIGITAL CERTIFICATION OF THE
UNDERSIGNED FLORIDA LICENSED SURVEYOR AND MAPPER.
5. ADDITIONS OR DELETIONS TO SURVEY PRODUCTS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN
CONSENT OF THE SIGNING PARTY.
6. THE PARCEL DESCRIBED HEREIN IS A CLOSED GEOMETRIC FIGURE.
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY: THAT THIS SKETCH AND DESCRIPTION WAS PREPARED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT THIS SURVEY PRODUCT MEETS THE INTENT OF THE APPLICABLE
PROVISIONS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF FLORIDA, PURSUANT TO RULE 5J- 1 7 OF THE
FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 OF THE FLORIDA STATUTES.
FOR LONGITUDE SURVEYORS LLC., A FLORIDA LIMITED LIABILITY COMPANY
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER L57335
Digitally signed by Greg
D Bouie
Date: 2025.02.14
11:07:45 -05'00'
GKEG BOUIE,
PROFESSIONAL SURVEYOR AND MAPPER LS #7 169
STATE OF FLORIDA
LONGITUDE SURVEYORS
7700 N. KENDALL DRIVE, MIAMI, FL 33156, SUITE 705 * PHON
NOTICE: This document is not valid, full, and complete without all three (3) pages.
DATE: 2/10/25 JOB No. 20279.1.01 PAGE 1 OF 3
E:(305)463-0912 WWW.LONGITUDESURVEYORS.COM
co
NORTH
EXHIBIT "A"
PARCEL DESCRIPTION
DESCRIPTION:
LOT 4, LOT 5, AND A PORTION OF LOTS 6, 7, 1 1 , AND 1 2, ALL OF BLOCK 36, OF LAWRENCE ESTATE LAND CO'S SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 46, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF SAID LOT 1 2, SAID CORNER ALSO BEING ON THE NORTH RIGHT-OF-WAY LINE OF NORTHWEST
5TH STREET (SEVENTH STREET AS SHOWN ON SAID PLAT); THENCE S87°43'00"W ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID
NORTHWEST 5TH STREET AS A BASIS OF BEARINGS FOR 39.64 FEET TO A POINT OF INTERSECTION WITH A TANGENT CURVE AS
SHOWN ON THAT FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 87502-2607, RECORDED IN MAP
BOOK 83, PAGE 5, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND THE FOLLOWING SEVEN (7) COURSES BEING
COINCIDENT WITH THE EASTERLY RIGHT-OF-WAY LINE OF NORTHWEST 17TH AVENUE AS SHOWN ON SAID RIGHT-OF-WAY MAP;
THENCE 44.52 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF
102°02'31" TO A POINT OF INTERSECTION WITH COMPOUND CURVE; THENCE 51.29 FEET ALONG THE ARC OF A CURVE, HAVING A
RADIUS OF 1,095.92 FEET AND A CENTRAL ANGLE OF 02°40'52" TO A POINT OF INTERSECTION WITH A NON -TANGENT LINE, A RADIAL
LINE TO SAID POINT BEARS N77°33'37"W; THENCE N87°43'00"E FOR 2.92 FEET TO A POINT OF INTERSECTION WITH THE WEST LINE
OF SAID LOT 1 2; THENCE NO 1 °48'00"W ALONG THE WEST LINE OF SAID LOT 12 FOR 1 1 .23 FEET TO A POINT OF INTERSECTION WITH
A NON -TANGENT CURVE, A RADIAL LINE TO SAID POINT BEARS N76°57'27"W; THENCE 96.82 FEET ALONG THE ARC OF A CURVE TO
THE RIGHT, HAVING A RADIUS OF 1,095.92 FEET AND A CENTRAL ANGLE OF 05°03'42" TO A POINT OF INTERSECTION WITH A
REVERSE CURVE; THENCE 1 1 0.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 1 , 1 95.92 FEET AND A
CENTRAL ANGLE OF 05°18'55" TO A POINT OF INTERSECTION WITH A REVERSE CURVE; THENCE 19.61 FEET ALONG THE ARC OF A
CURVE TO THE RIGHT, HAVING A RADIUS OF 1 5.00 FEET AND A CENTRAL ANGLE OF 74°55'20" TO A POINT OF INTERSECTION WITH A
TANGENT LINE, SAID LINE ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF NORTHWEST 6TH STREET (SIXTH STREET AS SHOWN ON
SAID PLAT); THENCE N87°42'39"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID NORTHWEST 6TH STREET FOR 1 23.83 FEET TO A
POINT OF INTERSECTION WITH THE NORTHEAST CORNER OF SAID LOT 4; THENCE SO 1 °47'48"E ALONG THE EAST LINE OF SAID LOT 4
FOR 1 50. 1 0 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE S87°42'49"W ALONG THE SOUTH LINE OF SAID LOT 4 AND
THE WESTERLY PROLONGATION OF SAID LINE THEREOF FOR 150.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 1 2; THENCE
SO 1 °47'57"E ALONG THE EAST LINE OF SAID LOT 12 FOR 1 50. 1 0 FEET TO THE POINT OF BEGINNING, CONTAINING 31,400 SQUARE
FEET OR 0.72 ACRES, MORE OR LESS.
LONGITUDE SURVEYORS
NOTICE: This document is not valid, full, and complete without all three (3) pages.
DATE: 2/10/25 JOB No. 20279.1.01 PAGE 2 OF 3
7700 N. KENDALL DRIVE, MIAMI, FL 33156, SUITE 705 * PHONE:(305)463-0912 * WWW.LONGITUDESURVEYORS.COM
NORTH
EXHIBIT "A"
SKETCH TO ACCOMPANY PARCEL DESCRIPTION
50'
I R=15.00'
A=74°55'20"
/ L=19.61'
50'
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N01 °48'00"W
/ 11.23'
N87°43'00"E
2.92'
R=1095.92'
A=02°40'52"
L=51.29'
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BLOCK 35
50' LAWRENCE ESTATE LAND CO'S SUBDIVISION
(O.B. 2, PG. 46)
LOT 14 LOT 15 LOT 16
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fPORT ON OF OT 7
LOT 6
SOUTH
LINE OF BLOCK 35
(FORMERLY KNOW AS) R/W LINE -�
(SIXTH STREET) N
(RM. 2. PG. 46)
R W OPEN 10 THE PUBLIC)
NW 6TH STREET
Lc' NORTH LINE OF BLOCK 36
N87°42'39"E 123.83'
RAW LINE
LOT 5
SE CORNER
OF LOT 4
LOT 4
SE CORNER
OF LOT 4
S8 °42'49"W 150f00'
NE CORNER I
OF LOT 12
RADIAL LINE N76°57'27"W
RADIAL LINE N77°33'37"W BLOCK 36
LAWRENCE ESTATE LAND CO'S SUBDIVISION
(P.B. 2, I'G. 46)
I
PORTION OF
50' LOT 11
I LOT 12
R=25.00'
IA=102°02'31"
L=44.52'
LEGEND:
FOB POINT OF BEGINNING
R/W RIGHT-OF-WAY
P.B. PLAT BOOK
PG. PAGE
39.64'
• R/W LINE
S87°43'00"W� (FORMERLY KNOW A)
(BASIS OF BEARINGS) Ln (SEVP BN 2H P T EET)
(VW OPEN TO THE PUBLIC_
0
d
Lo
0
0
w
• LOT 3
°
0
(n
Lo
LOT 13
p V LOT 14
POB
SE CORNER OF LOT 12, BLOCK 36
LAWRENCE ESTATE LAND cos SUBDIVISION
(P.B. 2, PG. 46)
SOUTH LINE OF BLOCK 36
LOT 15
NW 5TH STREET
LOT 16
N
R/W LINE
LOT 6 LOT 5 LOT 4 LOT 3
LOT 8 LOT TLAWRENCE ESTAT(P.B.
BL2NPG 6) SUBDIVISION BLOCK 45 1
R RADIUS OF CURVE
L LENGTH OF CURVE
A CENTRAL ANGLE OF CURVE
DOT FLORIDA DEPARTMENT OF
TRANSPORTATION
NOT TO SCALE
THIS SKETCH IS NOT A SURVEY
LONGITUDE SURVEYORS
NOTICE: This document is not valid, full, and complete without all three (3) pages.
DATE: 2/10/25 JOB No. 20279.1.01 PAGE 3 OF 3
7700 N. KENDALL DRIVE, MIAMI, FL 33156, SUITE 705 * PHONE:(305)463-0912 * WWW.LONGITUDESURVEYORS.COM