HomeMy WebLinkAboutExhibit ASCALE:
N
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
MIAMI-DADE COUNTY TAX FOLIO NO'S 01-3132-000-0090,
"-500' 01-3132-0000-95, 01-3132-000-0100, 01-3132-000-0105
EXHIBIT "A"
ce
Z
v
POINT OF
COMMENCEMENT
Southwest Corner,
Northeast 1/4,
Section 32-53-41
F.P.&L
EASEMENT
Ili: 1 1 32 - --
2 - 1 31 1141
NU-
2
29
4 - T ,zr 4
t F.P.&
I _ EASEMENT
2a
7 25 rl
9 1�_
I I
North Line,
N.E. 1/4,
Section
32-53-41
F.P.&L.
/- EASEMENT
N.W. 1',th
7
\ ,
STREET (NOT OPEN)P.&L. - -
I EASEMENT -4 r
-r --/ -1 � 28- J 1 -1-
--
I 28 -81 " 32 L---'_
_ _ I I
I _27_Jal 2 1 31_-I I 2 1 27 i L 2--
26 1<i 3 i 30_ LeJeune Garden 3
- ----Ig1-- -T-- Estates Section 4 - 4
I 25 �3r _�_29-- Plat Book 44,
1
- t--- 1ZL __ I 28 _ Page 23 5
1 24 1 t-27- I 23 I r---i
� 23 I C I -1---� I 6 g
1 26_ I I---- -� I
T 22 I C 1 25 1 7,1 22-1=r
�'� � 24 I I 8 1-1-1a� 8-
r 1 f--- 1 20 L
1,\ +-2J_ F.P.&L. 1---7�'I 71 _�_22_ EASEMENT I 1s 13irgi
-j72�`-21_hr it I 18 - ,z011al___ _ - I-7
I--13- I 20_hI 12 I 17 1 L L.
I 14 _ _
1-7-5 1 18 Jj -- I 16 11 11
1--- 1 IZI 14 1 15 I I 1_' 1
16 __. J
F.P.&L.
EASEMENT
POINT "B"
i
10 -23 -1 9 I. 20 1
2 I I
I 11 1-18 1
I
12 -1
-17-
I16
POINT "A"
I
15 +-18-II-1 r 16 I 17 14
15
N88'08' 18"E 1138.55'
POINT OF BEGINNING
N 1 th
N01'51'42"W 45.00'
F.PEMEN.&L.
EAST
L-
Northeast Corner,
Section 32-53-41
F.P.&L.
EASEMENT
South Line, N.E. 1/4,
Section 32-53-41
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
THIS IS NOT A "LAND SURVEY."
SCHWEBKE SHISKIN + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 .7010
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025
SHEET 1 OF 48 SHEET(S) F.B.: N.A.
B-87)
e/l/GQ/f 7V "C/ h / v " / %n
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF.,LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE: 1 "=500'
N.W. 42nd AVENUE
Southwest Corner,
Northeast 1/4,
Section 32-53-41
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
///
///
SHEET MAP
North Line,
N.E. 1/4,
Section
32-53-41
7
6
Northeast Corner,
Section 32-53-41
13
12
N.W. 14th STREET
South Line, N.E. 1/4,
Section 32-53-41
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANN1=F
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
ORDER NO.:
DATE:
SHEET 2 OF 48 SHEET(S) F.B.: N.A.
220392
TELEPHONE: (954) 435-7010
PREPARED UNDER MY SUPERVISION:
10/23/2025
B-87)
(/Gam 'c;/ kGtiei v /%n�x,v
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF. LAND 'SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 15
.T.c) II.....II IL.....II IN If:::::: ..... : El f.:::::: : II.....II If.:::::: lf.:::::. 1 4
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 16
SOUTHERLY PROPERTY LINE
MIAMI FREEDOM PARK
O N
N M O
in 11
N c N
d U
N
L n
LID
CO 03
CD o LOT 18
J rx
10.00'
b&.
K.)O
O
O
N40.59'10"E 3.55'
POINT OF
BEGINNING
NORTHERLY RIGHT—OF—WAY LINE
POINT OF
COMMENCEMENT
SOUTHWEST CORNER,
NORTHEAST 1/4,
SECTION 32-53-41
SOUTH LINE, N.E. 1 /4,
SECTION 32-53-41
N88.08' 18"E 1138.55'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
LOT 17
L=6.43' A=46.01'11"
R=8.00' CH.D.=6.25'
CH.B.=N63°59'45"E o
N87'00'21"E 51.37'
S87'00'21"W 50.52'
S40°59'10"W 13.14'
S02°46'30'E 8.41'
888'08'18'W 10.00'
N.W. 14th STREET
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 3 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 "01O
PREPARED UNDER MY SUPERVISION:
ett��a "C;/ C�
h /teiv /f%n�x,v
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF:,LAND SURVEYOR NO. 4775
ORDER NO.: 220392
DATE: 10/23/2025
F.B.. N.A.
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
V .T(.:) II --II II...... II IN IE:
If::::
LOT 12
LOT 13
LOT 14
CD CP U
r0 CC
11 "
LOT 19
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
t
LOT 15
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 18
LOT 21
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 20
N
cn
N p N
1a0
N
sum
N th V--
0 0CD
0.00'
VAT(:: IL II IL..._ IN IE:
10 11 If::::::If:::::.T 5
1111111111111111 11111111111111 11 11
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 11
LOT 12
LOT 10
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
4
V AT (.: IL...II II...... II IN IE:
IfElfE AIi.:::: (DV
MAT IL..._ IN IE:
If.:::::: If:::::: : I ..._II If.:::::: If.:::::.T.::
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PLJ
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 4 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.. N.A.
220392
10/23/2025
(/Gam 'c;/ kGtie , f%n�x.iv
MARK STEVEN ,JOHNSON;' PRINCIPAL
FLORIDA PROF:,LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
N.W. 40th AVENUE
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
.JEf.:::::: ,E:;I.....IIf:::::: 6
1
L=260.99' A=17°34'18"
R=851.02' CH.D.=259.97'
CH.B.=N05'46'01"E
LOT 7
NO3°01'08"W 9.04'
L=11.84' A=45' 13' 18"
R=15.00' CH.D.=11.53'
CH.B.=N25'37'46"W
N48'14'25"W 19.10'
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 8
N01°33'40"E 6.02'
SEE SHEET 16 OF 48
N62'45'11"W 10.23'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
SEE SHEET 16 OF 48
-t-
R - Radius
A - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
3
0..
0 0
0
N08°37'43"E 17.83'
N01'37'52"E 10.03'
LOT 9
POINT "A"
N66'21'25'W 32.00'
L=2.81' A=32'09'35"
R=5.00' CH.D.=2.77'
CH.B.=N46°10'58"W
0.00'
THE SEAL APPEARING ON THIS
L=257.93' A=17'34' 18"
R=841.02' CH.D.=256.92'
CH.B.=S05'46'01"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
S03'01'08"E 9.04'
L=3.95' A=4513'18"
R=5.00' CH.D.=3.84'
CH.B.=S25°37'46"E
S48°14'25"E 20.50'
S32°22'00"E 8.09'
SO4°52'40"E 8.89'
L=8.18' A=10°25'12"
R=45.01' CH.D.=8.17'
CH.B.=S00' 19'56"W
L=9.15' A=40'46'31"
R=12.86' CH.D.=8.96'
CH.B.=S25°55'47"W
S46°19'03"W 11.81'
L=4.32' A=49'28'52"
R=5.00' CH.D.=4.19'
CH.B.=S21 °34'36"W
w
0
LOT 7
LOT 8
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
rn
0
Fr)
cn
10.00'
LOT 9
S08°37'43"W 20.82'
66.
S25. F
L=9.49' A=36°15'15"
R=15.00' CH.D.=9.33'
CH.B.=S48' 13'47"E
75.31'
S30°06' 10"E
MA II IL..... II IN
SEES I[ f.::::.1E: 4
DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 5 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 "01O
PREPARED UNDER MY SUPERVISION:
ORDER NO.: /
220392
DATE: 10/23/2025 Q//'4%Yh-/6�%%/Sii�%1/
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF., LAND SURVEYOR NO. 4775
F.B.• N.A.
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1"=30'
N.W. 40th AVENUE
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 4
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 5
LOT 6
LOT 7
...F(:IL.._II IL.....II III If:::: ..... :If::::::If:::::::1II.....II If.::::::..7
LOT 4
10.00'
LOT 5
CO Cl) N
n N o M tg 3
11 0 : , III o
a 2Lo co
11 O
U p Q =
i n
Cr) Z U o
rnN II M, o
�
oas rnCV 11
II co ci•
CC
TYPICAL FLORIDA
POWER Sc LIGHT
COMPANY EASEMENT
LOT 6
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 7
.TcIL.._II IL.....II IN If:::: ..... : Ell Ell .J II.....II If.:.._ If.... 5
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 6 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.. N.A.
220392
10/23/2025
/0:4926,047,
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
LOT 2
TYPICAL
FLORIDA
POWER &
LIGHT
COMPANY
EASEMENT
,E: If::::::If:::::: ,E:3II. ..-II IL....If.::::.T :a
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
V / i ( II ...II IL......I0 NEE
co05 o
/o . ,cb
oO (N
qj
//coo'
�r ..z-•
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 3
L=30.23' A=04°24'25"
R-393.04' CH.D.=30.22'
CH.B.=S16'45'23"W
LOT 4
NOT SUBDIVIDED
N.W. 17th STREET
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
1
eV 4)
0
co, tiRY
N 0'
Off.
O ti
LOT 1
N62463
4
lo.Op.
8k,
NO2'07'25"W 5.45'
LOT 2 N29°08'11"E 6.43'
0' 4,
L=1126' CH.D.=11 .38'
24"
R=708.26' CH.D.=117.38'
CH.B.=N23'42'47"E
V / i ( II ...II IL......I0 NEE
•
LOT 32
S29'08'11"W 16.45'
LOT 31
L=115.80' A=09°30'06"
R=698.26' CH.D.=115.66'
CH.B.=S23'42'38"W
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
.....•11 lull
111111
0 co
Iit II
1[ it
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 7 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.. N.A.
220392
10/23/2025
ettia/ii /64/2/119/n/
MARK STEVEN ,JOHNSON;' PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
*A"
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
44'53'05"E 11.80'
98' A=89'51'27"
R=7.00' CH.D.=9.89'
CH.B.=N89°48'48"E
S45°15'28"E 3.34'
N44'44'32"E 10.00'
N45'15'28"W 3.34'
L=7.17' A=24' 10'40"
R=17.00' CH.D.=7.12'
CH.B.=N5720'48'W
•
. .
• •G pp
O.
cv co
o
N.W. 17th STREET
MAT ..DIE -II IL.....II IN
I;f::::::f.:::::: :;..._ f::::::f:::::...1
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
L=132.06' A=7'26'00"
R-1017.89' CH.D.=131.96'
CH.B.=S32'51'11 "W
L=128.67' A=7'10'21"
R=1027.89' CH.D.=128.59'
CH.B.=N32'59'00"E
LOT 32
BLOCK 3
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
N.W. 39th AVENUE
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PLJ
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 :7"01O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 8 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.. N.A.
MARK STEVEN JOHNSON;"'PRINCIPAL
FLORIDA PROF. LAND -SURVEYOR :NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
mAT(Dh...1 f.::::::
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
NOT SUBDIVIDED
N55'09'55"E 16.40'
�`% N lo
s.
II _ cP-
U IZ 2s. �Cn
k s
L=92.72' A=09°28'47" o m o
R=560.39' CH.D.=92.61' r•c) •cPP
CH.B.=S49°37'28"W J tx
D'110 `L '\5"
0� 6065�F
•
G,\O N �S\
,sxg1
o
‹e 1 c)
o.
L=7.95' A=26'43'20"
R=17.05' CH.D.=7.88'
CH.B.=S46°00'05"E
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
10.00'
S57°21'35"W
NOT SUBDIVIDED
I...II...II
n... �:d•)
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 9 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B. N.A.
"c/tr�P/IL -//l/I1i.5.f➢iv
MARK STEVEN ,JOHNSQN," PRINCIPAL
FLORIDA PROF:,LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
TYPICAL FLORIDA
POWER Sc LIGHT
COMPANY EASEMENT
06 43"
52 p�2� 281 2
283' CND , "E
16g 44 65S65I
R- CNg -N
15 D,21,280 53
CHI' W
15944 565 5' 42
NOT SUBDIVIDED
L=74.64' A=03'45'39"
R=1137.18' CH.D.=74.63'
CH.B.=N78'23'08"E
0
0
0S 45 39"
CHD=7463,
R-1137.18 78,23'OS N
CO3
pip3' 45 p0„
L=733
18 CHD _73j6
R=1127 S78 2� 48
CHB'
NOT SUBDIVIDED
S7715'48"E 34.60'—
L=8.79' A=25°11'38"
R=20.00' CH.D.=8.72'
CH.B.=S89'51'37"E
R=79
L=72•34' p=p5'1154„
7.30' CH.O =3172E•31
CH.B =N80 08
L=73•03' p=05'10'59„
07.30' CND. 73•p0,
8
= S80'08'04
CH.B�
L=73.77' A=03'45'00"
R=1127.18' CH.D.=73.76'
CH.B.=S78°22'48"W
NOT SUBDIVIDED
0
0
L=4.40' A=25'11'38"
R=10.00' CH.D.=4.36'
CH.B.=N89'51'37"W
N77°15'48"W 34.60'—
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 10 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.• N.A.
220392
10/23/2025
ettl c;/ h�Gtiei v ,/ 2 04v
MARK STEVEN $JOHNSON;': PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
ILO
IL..IL..II
3; I...II...I1
"...CI)
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
—N52°02'13"E 27.64'
L=6.69' A=22°38'06"
—R=16.94' CH.D.=6.65'
CH.B.=N49'44'34"E
S61' 14'29'E_
10.00'
N N M M
N II rn II p
cV d :V c0 p N
r4I _. II =o
4 U Z d U Z
II II
t om w
co o =
u7 o U '- r') U ry
c, 4-, 4
1S77.15,48,E
&4
34.6p'
34.60'
77' 15'48 »W
R - Radius
A - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
•
L=3.68' A=30°21'32"
R=6.94' CH.D.=3.64'
CH.B.=345'52'50"W
S52'02'13"W 27.95'
S36°54'19'W 22.29'
S60°41'01 "E 9.09'
0
0
00
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
S66'19'16"W 10.00'
•
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 11 OF 48 SHEET(S)
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 "01'0
PREPARED UNDER MY SUPEfVISION:
10/024047,
ORDER NO.: 220392
DATE: 10/23/2025
F.B.• N.A.
MARK STEVN ,)9HNSO PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
0 ...v.....
II
R - Radius
0 - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIVDED
IAA. (::,IL. II IL.....II III
vim' 1
AD
CP
�� 0
c� Vim'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIVDED
V A c.) IL II
IL::::::If.:::::....�..
N26' 13'32"E
23.18'
NOT SUBDIVIVDED
sw
in
O M
Iih
o)
0
S26°41'35"W
20.02'
V / c.) E-II L..... °NEE
10, 00'
0)
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
M
vv to
")
rn q? m
/d U
NOT SUBDIVIVDED
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 12 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 701'O
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettia4 'tihty/n, -/l/ii�%1/
N.A. MARK STEVEN ,JOHNSON," PRINCIPAL
F.B.: FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
L=19.15' A=57' 13'27"
R=19.17' CH.D.=18.36'
CH.B.=N26°44'57"E
NOT SUBDIVIDED
N01'09'42"E
16.54'
N26° 13'32"E
23.18'
I IA.T(::DII II II.......II IN
0:; If ; II.....II If.::::0.1E......1 14
L=10.95' A=58.20'29"
R=10.75' CH.D.=10.48'
CH.B.=N26°11'26"E
10.00
MAT(.. II II IL......II IN
0:; If.:::::: lf:::::: 0E:; II... 0 If.:::::af.:::::....r
w
oo
L=9.16' A=57°13'27"
R=9.17' CH.D.=8.78'
CH.B.=S26'44'57"W
—N39°43'47"E 20.81'
N87'21'05"E 29.87' P
0
00 co
0
N
03
0)
w
-00
u)
u7
O
to
NOT SUBDIVIDED
L=21.13' A=58.20'29"
R=20.75' CH.D.=20.23'
CH.B.=S26°11'26"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
25.49'
S87'21'05"W
ff4AD (
0
co
S01°09'42"W 6.76'
S46°09'42"W 5.05'
N88°50'18"W 2.85'
S39' 15'51 "W 14.77'
S26'41'35"W 20.02'
cn
NOT SUBDIVIDED
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 13 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.• N.A.
220392
10/23/2025
(/Gam 'c;/ kGtie , f%n�x,v
MARK STEVEN ,JOHNSQN," PRINCIPAL
FLORIDA PROF., LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE: ‘P<<‘‘
1"=30'
\CaNLP'5-
la)
POINT
NOT SUBDIVIDED
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
C•1
CO
00
CO
LO
0
C•4
(/)
10.00'
L=22.07' A=11'46'56"
R=107.30' CH.D.=22.03'
CH.B.=N58'07'08"E
L=15.73' A=09°15'38"
R=97.30' CH.D.=15.71'
CH.B.=S58°12'42"W
N25°44'48"E 11.33'
S25°44'48"W 16.73'
N22°46'35"E 11.47'
11111111 1111111111111 1111111111111 111111 11111 111111111111 11 11111111 1111111111111 11111111111111
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
1
N8658'14E 189.72'
S8658'14"W 187.64'
LJLJ (1)
2f Ef
CD
F- OD
<11:
(1,)
NOT SUBDIVIDED
N8658'14E 189.72'
111%. Nat-
S86'58'14"W 187.64'
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
0
0
NOT SUBDIVIDED
N8658'14"E 209.29'
S8658'14"W 209.26'
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
N8658'14"E 209.29'
S8658'14"W 209.26'
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
0
0
0
^C,
0
0
<
(I)
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 1 4 OF 48 SHEET(S)
SCHWEBKE S H I S K I N + ASSOCIATE 1E3-87)
LAND SURVEYORS • ENGINEERS • LAND PLANI1I,ERSE
,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435-4010
PREPARED UNDER MY SUPERVISION:
10/23/2025 Ci/fr2: "1
MARK STEVEN, $)OHINSON;'''F'RiNCI PAL
FLORIDAA PROF.LAND NO. 4775
ORDER NO.:
DATE:
F. B.• N.A.
220392
K :025341\M/1AM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE: 1 "=500'
0
0
z
uJ
W
W
—J
42nd AVENUE
z
Southwest Corner,
Northeast 1/4,
Section 32-53-41
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
19
23
22
21
21
SHEET MAP
North Line,
N.E. 1/4,
Section
32-53-41
25
24
25
'26
26
Northeast Corner,
Section 32-53-41
20
18 17 = 16
/1/
N.W. 14th STREET
South Line, N.E. 1/4,
Section 32-53-41
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 J
SS
A
SCHWEBKE S HIS K I N + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
ORDER NO.:
DATE:
SHEET 15 OF 48 SHEET(S) F,B„ N.A.
220392
TELEPHONE: (954) 435-7010
PREPARED UNDER MY SUPERVISION:
10/23/2025
B-87)
1,(9
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF. LAND'SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 22
BLOCK 2
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 21
N.W. 40th AVENUE
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
o
o I N87'00'37"E 354.73'
LOT 20
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
S87'00'37"W 354.73'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
N86'58'53"E 352.14'
S86'58'53"W 351.34'
1
LOT 7
L=4.11' A=47'33'25"
R=4.95' CH.D.=3.99'
CH.B.=N63°13'54"E
LOT 8
L=12.41' A=47'33'25"
R=14.95' CH.D.=12.06'
CH.B.=N63°13'54"E
BLOCK 3 --
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 9
S62°45'11"E 10.23'
1'
S39'27' 12"W
2.16'
0
S01'37'52"W
10.03'
LOT 10
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 16 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PLC
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435.70170
PREPARED UNDER MY SUPERVISION:
f&n�v
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF., LLAND SURVEYOR NO. 4775
ORDER NO.: 220392
DATE: 10/23/2025
F.B.. N.A.
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1"=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 7
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
LOT 8
— N87°02'051 252.35'
— S87'02'05''W 231.18'
N87'00'371 354.73'
S87'00'37''W 354.73'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
LOT 22
BLOCK 2
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
N8658'531 352.14'
S8658'53”W 351.34'
LOT 21
0
0
0
H
LOT 9
LOT 20
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE S H I S K I N + ASSOCIAT:E L1387)
LAND SURVEYORS • ENGINEERS • LAND PLANER E
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435-400
PREPARED LINDER MY SUPERVISION:
,z6
THIS IS NOT A "LAND SURVEY."
SHEET 17 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.: N.A.
ellami'Yktym, 164926,04v
,
MARK STEVEN-IJOHNSQN;': PRINCIPAL
o—co,
FLORIDA PROP LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
LOT 7
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
N86'58'52"E 141.08'
S86'58'52"W 140.69'
0
0
BLOCK 2
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 8
:1 II.....II If.:::::af:::.T...1
10.00'
L=17.75' A=66.38'01"
R=15.26' CH.D.=16.76'
CH.B.=N53°39'52"E
L=11.93' t=27°03'40"
R=25.26' CH.D.=11.82'
CH.B.=S73'27'02"W
L=15.53' t=59°20' 12"
R=15.00' CH.D.=14.85'
CH.B.=N89'35' 18"E
L=11.26' t=32°14'47"
R=20.00' CH.D.=11.11'
CH.B.=N76'52'00"W
S87°00'37"W 354.73'
N87'02'05"E 252.35'
S8702'05"W 231.18'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
LOT 6
0
M
0
S42°38'54" E 8.30'
o 0
N II
•
0 0
II U
O
Q) 0
o
cO
II II
J �
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
ss
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PLJ
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 :701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 18 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.. N.A.
220392
10/23/2025
�(/GGri C/,�i�P/�i-�fll/SiD�IL
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
:cill
TYPICAL FLORIDA N.W. 17th STREET
POWER & LIGHT
SCALE: COMPANY EASEMENT
1"=30'
23.18' 'es,
N40'49' 15'E
BLOCK 1 `\ -N79'03'45"E 5.77' i
LOT 32 ,'
LEJEUNE `� / 50.83'
GARDEN \ N73°11'08'E 17.78' N87'40'28"E
ESTATES
SECTION 4 I 1
PLAT BOOK \I z N6� �81„� VV
o
44, • w I 5'I
PAGE 23 i 3 ¢ 1 53.40' / Pp
III LOT 1 „ z o S87'40'28"W
N79'08'43 E �6c
17.41'
II it II
111
II it II
II it II
II 56�'�
1g�WESTATES SECTION 4
II S79 p8 43 S79'03'45"W 6.29' LEJEUNE GARDEN
PLAT BOOK 44,
..v` `V o
In In
�� III
IIII
SEE : IL.. II If:::::: lf:::::...� ..22
N.W. 17th STREET
LOT 1
BLOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
N86'58'52'E
10.02'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
N
M Co
0
z S83°22'01 "E
9.49'
N88'39'20"E N8614'26'E
18.30' 39.11'
18.13' 19.21'
N83'22'01 "W S88'39'20'W
LOT 1
30.68'
N82°29'24'E-
39.65'
S86'14'26"W 31.29'—
S82'29'24"W
1
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701O
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
THIS IS NOT A "LAND SURVEY."
A
DATE: 10/23/2025 Yhe ,/�%6
MARK STEVEN JOHNSON, PRINCIPAL
SHEET 19 OF 48 SHEET(S) F.B.: N.A.
FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1"=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
BLOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 25
LOT 24
LOT 23
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
S86'44'39''E 70.38'
NO135'12)/11 15.37'
SO 1•35'12't 15.04'
L=14.54' A=47°19'37"
R=17.60' CH.11=14.13'
CH.B.=N25'15'01"W
L=6.28' A=471 9'37"
R=7.60' CH.D.=6.10'
CH.B.=S25.15'01"E
S48.54'49"E 19.14'
N48°54'49”IN 19.14'
L=16.52' A=53.32'38"
R=17.68' CH.D.=15.93'
CH.B.=N29.21'50”W
Lf)
L()
1 0.00'
!,AirrAirpprA014PN82'36'21”E 63.52'
S86'58'52'W
;•4‹.
Oiro S 3 1 4S; 024. 3" W6 281 .3\1'181 '58.38'
140.69'
z
c,1
cc)
(r)
co
.441
AOF frArrAfrAdOr
10.00' rs807210325',035;WE 21 73 .19. 61
8'
NO2'35'31 17.89'
L=7.18' A=53.32'38"
—R=7.68' CH.D.=6.92'
CH.B.=S29°21'50''E
10.00'
N86'58'52E
141.08'
N.W.
—S87'02'05''W 11.35'
N87'02'05''E 252.35'
S33.51 '51 ''111/
10.00'
S41'05'1 rIN
10.00'
1
1
1
c,0
10
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 20 OF 48 SHEET(S)
SCHWEBKE S H I SKI N + ASSOCIATE (B--87)
LAND SURVEYORS • ENGINEERS • LAND PLANN
,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435-7013
PREPARED UNDER MY SUPERVISION:
220392
elia/fr•
,
MARK STEVEN/ JOHNSON, PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
ORDER NO.:
DATE: 10/23/2025
F.B.• N.A.
K :025341\M/1AM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
SCALE:
1 "=30'
N86'58'52"E
33.19'
33.12'
S86'58'52"W
L=7.90' A=4514'24"
R=10.00' CH.D.=7.69'
CH.B.=N70'23'55"W
L=15.79' 0=45'14'24"
R=20.00' CH.D.=15.38'
CH.B.=S70'23'55"E
srj
srus
BLOOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
LOT 6
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
LOT 5
9],
10.00'
z
LOT 7
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
CO
reA
O
0
O
0
w
0
0
0
mAichi
�:a
�:: IL:::::: IL:::::: A IL:::: (... V IL::::::
.T Ic..DII.....II IL.....I0NEE
1
LOT 8
TYPICAL
FLORIDA
--- POWER & ---
LIGHT
COMPANY
EASEMENT
LOT 9
LOT 26
BLOOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
LP. PLAT BOOK 44,
��. PAGE 23
6''' LOT 25
F
LOT 24
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 21 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL:,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :/013
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392 ��a C� o
ett �C;✓ /ym/
MARK STEVEN ,JOHNSON;'PRINCIPAL
FLORIDA PROF. LAND 'SURVEYOR NO. 4775
DATE: 10/23/2025
F.B.• N.A.
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
NOT SUBDIVIDED
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
.T(1";II--II IL__ II IN
10.00'
rn
00
r
0
0
0
El El
w
Co
o
0 L=8.29' A=68'51'56"
o R=6.89' CH.D.=7.80'
CH.B.=S57°04'55"E
N88°29'07"E 5.82'
r`
N
0 0
w
0
0
1)
0
N
4
11..III%
S01°30'53"E
10.00'
S88'29'07"W 5.82'
L=6.22' A=21°05'57"
R=16.89' CH.D.=6.19'
CH.B.=N80'57'54"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
N45°53'05"W 27.57'
S03'01'08"E 1113.76'
NOT SUBDIVIDED
N86'58'21"E 221.80'
S86'58'21 "W 230.26'
0
0
L..II...II7.1
7, IL..IL..II
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 22 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701'0
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettia/ii -l/ii941/
N.A. MARK STEVEN ,JOHNSON," PRINCIPAL
F.B.: FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
N72°00'08"E 11.93'
i /SE 0j / /
3
L=8.47' A=21'49'46"
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
R=22.22' CH.D.=8.41'
CH.B.=N05°34'04"W
NOT SUBDIVIDED
or
L=9.51' A=44'34'57"
R=12.22' CH.D.=9.27'
CH.B.=S05°48'32"W
Lo
NO3'01'08'W
789.67'
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
MARK STEVEN JOHNSON, P.S.M. 4775
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
S03°01'08"E 141.23'
/ . (Dli...1 IL.....IIIII
r
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 23 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL_,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701O
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettia4 'hty/n, -/l/ii�%1/
N.A. MARK STEVEN ,JOHNSON,'PRINCIPAL
F.B.: FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
I...II...II
0
0
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
N86'58.'21"E 221.80'
S86'58'21"W 230.26'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
NOT SUBDIVIDED
N17'03'18'W 11.07'
L=8.17' A=10'33'23"
R=44.34' CH.D.=8.16'
CH.B.=N32'50'23"W
N86'49'59"E 14.80'
N42'33'58"E
18.81'
N42'32'47"E 18.81'
N86'50'35"E 10.95'
NOT SUBDIVIDED
N72'56'42"E 10.00'
S17'03'18"E 10.10'
L=13.11' A=21.52'31"
R=34.34' CH.D.=13.03'
CH.B.=S39'56' 12'E
N86'49'59'E 10.33'
S53'00'21 "E 16.51'
N86'53'47"E o
71.62' c'
0
(n
10.00'
10.00'
S87'06'21 "W
S86'53'46"W 79.60'
N53'00'21 "W 16.49'
S86'50'35"W 7.90'
L=4.10' A=54'22'29"
R=4.32' CH.D.=3.95'
CH.B.=S24' 17'35"W
NOT SUBDIVIDED
I...II...II
C")
.........II IL..IL..II
7; L..II...II
"...CI)
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 24 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.• N.A.
220392
10/23/2025
ettla/ii 'Yktym, /6:4726,047,
MARK STEVEN ,JOHNSQN;' PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1"=30'
II II II ii
II II II II
II II II
C.)
(.1)
<11:
3 II II II
rP
<
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
N8653'47"E
71.62'
79.60'
S8653'46W
N8659'13"E
28.81'
24.46'
S8659'13W
14.79'
S3959'27"W
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
L=328.80' .A=53'56'24"
R=349.25' CH.D.=316.79'
CH.B.=S66.0236”E
L=322.11' A=54.24.05"
R=339.25' CH.D.=-310.15'
CH.B.=N654845'14/
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
/R:. <AD:8
6"
1111111111111 11111111111111 1111111111 11111111111 1111111 11 11 1111111 1111111111111 111111111111
mAT(DF....1
26
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE S H I S K I N + ASSOCIATE l_13-87)
LAND SURVEYORS • ENGINEERS • LAND PLANNES'H-
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435-7010
PREPARED UNDER MY SUiPVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 25 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F. B.• N.A.
ettica hem, /049740//v
MARK STEVEN JOH 0 PRINCIPAL
_ $
FLORIDA PROF. LAND SURVEYOR NO. 4775
K :025341\M/1AM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
.T(.. II --II II.......II IN IE:
0:; If.:::::: If.:::::: 0E 1 II.....II If:::::: If.:::::. ...1 5
L=322.11' A=54°24'05"
R=339.25' CH.D.=310.15'
CH.B.=N65'48'45"W
N04°25'38"W 12.87'
S75'51'22"E 5.62'
L=13.72' A=49°08'42"
R=16.00' CH.D.=13.31'
CH.B.=N75'28'09"E
N50°53'48"E 23.67'
N39°06'12"W 10.00'
NOT SUBDIVIDED
AT (.. I -I I....... N E:
:; 1E11E1 II:::: II C.: II.....ILT
NOT SUBDIVIDED
L=5.07' A=56' 14'23"
R=5.17' CH.D.=4.87'
CH.B.=N07°56'24"W
N2010'47"E 9.22'
L=328.80' A=53'56'24"
R=349.25' CH.D.=316.79'
CH.B.=S66°02'36"E
S39°04'24"E 5.84'
SO4'25'38"E 19.97'
S55°25'10"E 9.91'
S30'45'40"E 10.00'
S50°53'48"W 23.67'—
L=6.45' A=61°35'12"
R=6.00' CH.D.=6.14'—
CH.B.=S81'41'24"W
N67'31'00"W 7.42'—
N3754'01 "W 17.80'—
S89'39'58"W 16.73'—
N89'39'58"E 7.11'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
L=10.62' A=40°06'30'
R=15.17' CH.D.=10.40'
'CH.B.=S16°00'21 "E
/
S55°09'55"W 16.40'
NOT SUBDIVIDED
,56`1 r10
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
.2
6'.
Li vs,
Li-
CP
.T(..";I--II I....... Nf.:::
011.; If::::: If.:::::: Il...... lf.::::::11::::-...� ..
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
°�'( OT SUBDIVIDED
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
SHEET 26 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.• N.A.
220392
• LAND PL
TELEPHONE: (954) 435 "010
10/23/2025
PRRPARED UNDER MY SUPERVISION:
ett a c;/ h�Gtieiv -f%n�x,v
MARK STEVEN ,JOHNSON;' PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
SHEET MAP
North Line, N.E. 1/4,
Section 32-53-41
M
W LO
Z I
N
N
c c
J 0
N
N
c
J
N
U T
Q
N O
Et
J o
LE
Southwest Corner,
Northeast 1/4,
Section 32-53-41
South Line, N.E. 1/4,
Section 32-53-41
Northeast Corner,
Section 32-53-41
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 J
SS
A
SCHWEBKE S HIS K I N + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7010
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
THIS IS NOT A "LAND SURVEY."
DATE: 10/23/2025
SHEET 27 OF 48 SHEET(S) F.B.: N.A.
B-87)
�e;/ h,Gtiei v -/ l�n f➢�IL
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF.,LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
IL..IL..II
0)
II II II
(:i)
< ,, ILIL..II
L..II...II
CI)
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
L=18.84' A=47°48'49"
S61°35'58"E R=22.57' CH.D.=18.30'
4.84' CH.B.=N61°49'36"E
N87'04'29" E
210.48' 3. N85'44'01"E
g�.
2g>>43F 7.42' 0,
o�
208.22' �� o
S87'04'29"W Ly2�'
7.42'
33"1
1/
S85°44 01 'W
6.22'
N61'22'36"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
R - Radius
A - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
NOT SUBDIVIDED
00.
CD
CD
3
0
0
10.00'
I III III III III 11111111
V / i I::) II ...II IL.....I0 NEE
A B (V IL::::::
NOT SUBDIVIDED
V / i C, II -II IL.....II IN IL::::::
tO co
NOT SUBDIVIDED
TYPICAL
O,� FLORIDA
r o o POWER &
LIGHT
COMPANY
10.00' EASEMENT
L=6.65' A=33'24'55"
R-11.40' CH.D.=6.55'
CH.B.=S21 °23'09"E
S22'46'35"W
(11.47'
1
POINT "B" J co
1I
I I
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 28 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL_,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701'0
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettia/ii'./n61?i
N.A. MARK STEVEN JOHNSON;"' PRINCIPAL
F.B.: FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
L=9.11' A=26°05'14"
R=20.00' CH.D.=9.03'
CH.B.=S62'57'50"E
S49'55'13"E 16.74'
L=7.58' A=43'00'18"
R=10.10' CH.D.=7.40'
CH.B.=S71'25'22"E
L=15.09' A=43'00' 18"
R=20.10' CH.D.=14.73'
CH.B.=N71'25'22"W
—N49°55'13"W 16.74'
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER Sc LIGHT
COMPANY EASEMENT
N87'04'29"E 210.48'
S8704'29"W 208.22'
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER Sc LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
0
0
NOT SUBDIVIDED
L=9.11' A=26'05'14"
R=20.00' CH.D.=9.03'—
CH.B.=S62°57'50"E
L=4.55' A=26'05' 14"
R=10.00' CH.D.=4.51'
CH.B.=N62'57'50"W
N49'55'13"W 16.74'
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
I...II...IICO
I...II...II
. �:d•)
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 29 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.• N.A.
e tki °h~i/ /6 n 64 //V
MARK STEVEN ,,IOHNSQN;' PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
N8731'41 "E 126.15'
N
N72'47'44"E 16.23'
N89'38'05"E 11.83'—
S46'10'31"E 1.60'
NORTHERLY LINE
MIAMI FREEDOM PARK PROPERTY
S88'09'43"W 94.40'
L=8.36' A=21 °00' 13"
R=22.80' CH.D.=8.31'
CH.B.=N25' 19'36"E
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NORTHERLY LINE
MIAMI FREEDOM PARK PROPERTY
0
0
0
N7S '10 3 j w
NOT SUBDIVIDED
N8T52'06"E 170.44'
N84°40'30"E
6.44'
S05° 19'30"E
10.00'
S84°40'30"W
5.40'
S72°47'44"W
10.60' E.))0
7 .00 27„W
234.4
S86'59'48"W 2.69'
S44°23'47"W 5.06'
L=6.61' A=29.34'18"
R=12.80' CH.D.=6.53'
CH.B.=S29'36'38"W
NOT SUBDIVIDED
N87°31'41 "E 126.15'
N22°13'53"E 4.49'
-MK\
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
S87'52'06"W 170.31'
NOT SUBDIVIDED
L=6.14' A=33°58'28"
R=10.35' CH.D.=6.05'—
CH.B.=S70'52'52"W
S53'53'38"W 21.01'—
S88°09'43'W 94.40'—
II II
II II 111111
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701O
PREPARED UNDER MY SUPEPVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 30 OF 48 SHEET(S)
ORDER NO.:
DATE:
F.B.: N.A. FLORIDA PROF. =LAND SURVEYOR NO. 4775
220392
10/23/2025
l/Ga C;/ hi)-eiv /%n�x,v
MARK STEVEN ,JOHNSON, "PRINCIPAL
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE:
1"=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NORTHERLY LINE
MIAMI FREEDOM PARK PROPERTY
NOT SUBDIVIDED
..v. cv
TYPICAL FLORIDA co
.<0 ,
POWER & LIGHT .,...
COMPANY EASEMENT ..v.
v.
(o.
N44.32'47"E 11.11'
N72.08'26"E 16.27'
•••<<,
•xo
• ^b
§--)
S
,c)
.4§D
tx
•
11111111 1111111111111 11111111 III 11111111111111 1111111111 1111111111 11111111111111 11111111
mAic.)hi L....0 NEE
S44°32'47''W 15.12'
S72°08'26"W 16.28'
fl
b1:15
4Dri' c,\\* 131-5
;\•.1
(
es9 ,26”
2.61'
, 3"W
-5 2
tx • p
cv c,
10, 4
gy
N8752'06"E
170.44'
NOT SUBDIVIDED
170.31'
S87'52'06"W
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE S H I S K I N + ASSOCIATE LE3-87)
LAND SURVEYORS • ENGINEERS • LAND PLANNES'H-
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435-7010
PREPARED UNDER MY SUiDEPVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 3...L OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
B.• N.A.
ettica hem, /049740//v
MARK STEVEN )0H 0 PRINCIPAL
_ $
FLORIDA PROF. LAND SURVEYOR NO. 4775
K :025341\M/1AM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
N72'00'08"E 498.95'
S72°00'08'W 100.63'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
N74'27'27"E 4.27'
S66°07'11"E 10.34'
S49'46'23"E 8.92'
S57°46'29"E 10.72'
S59°23'39"E 7.33'
S67°47'41 "E 11.11'
S85°39'13"E 5.45'
2
o S6a 59
N85'39'13"W 1.60' -
N67'47'41 "W 8.81'
N59'23'39"W 6.45'
N57'46'29"W 9.88'
N49'46'23"W 9.65'
N66'07'11"W 10.37'
N39'56'03"E 10.56'
N24'18'18"E 11.83'
N2712'00"E 13.52'
N34'11'26"E 16.54'
N74'23'47"E 1.13'�
NOT SUBDIVIDED
R - Radius
A - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
N15°36'13"W 10.0
M I, N M
cv '7 j In
I
• o N I-
W W ems'
_ d1
N O 0
M000No �N8346'11"E
NL0000z 10.00'
zzzzzz
S74°23'4
S54'55'01 "E 10.30'
43"
Lo
cO '1.
ro
4
°O o L=2.40' 0=81'51'52" o
•00 0 o in R=1.68' CH.D.=2.20' M
' u w
CH.6.=N25'49'47"W , �, it N Z
N N ^O D d CD
mAT(Dh...1 IL..... I0 NEE
Al
>°F. �.
L=19.53' A=19.30'47"
R=57.35' CH.D.=19.44'
CH.B.=S57'09'58"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
NOT SUBDIVIDED
O Q
n w a) (0
1 2
co
U
m"nin mrtnnnm a mnin nnnnno mn nnn mnnnni mnnnnio mnnnnio
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 701O
THIS IS NOT A "LAND SURVEY."
SHEET 32 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
PRRPARED UNDER MY SUPERVISION:
ettlGri C/ktymi /%n�x,v
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
NOT SUBDIVIDED
1•
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
49a
L=6.39' A=20°55'25"
R=17.51' CH.D.=6.36'
CH.B.=N07°32'09"W
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
L=2.56' A=36'33'14"
R=4.01' CH.D.=2.52'
CH.B.=S41 °58' 13"W
L=5.46' A=41°41'28"
R=7.51' CH.D.=5.34'
,n. CH.B.=S02'50'52"W
9"w NOT SUBDIVIDED
NOT SUBDIVIDED
R - Radius
A - Delta Angle
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
CI)
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 33 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701O
PRRPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 cah� -/n6'yni
N.A.MARK STEVEN ,JOHNSON,"' PRINCIPAL
F.B.:FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
•
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
N1718'44"W 12.91'
N35°08'37"E 25.45'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
1
91•
S12
12 q1' 16"E _'
`6,w
-u-'
'
NOT SUBDIVIDED
L=9.15' A=52'44'16"
R=9.94' CH.D.=8.83'
CH.B.=S09°03'24"W
S35°25'32"W 12.17'
NOT SUBDIVIDED
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701O
THIS IS NOT A "LAND SURVEY."
SHEET 34 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
PREPARED UNDER MY SUPERVISION:
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
NOT SUBDIVIDED
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
.T(1";II--II IL__ II IN
: I ..._II If:::::: If:::::...� ..::
o et-
o
to i
czj 00
a U
CN
M er cd
loto
l coU
10.00'
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
NOT SUBDIVIDED
N05' 10'24"W
32.86'
NOT SUBDIVIDED
MATCII--II II .....II IN E.
ElI f.:::::: l f.:::::: I f.::::II...... lb- l l::... �...
�p.0
Cs/
o
M CO TYPICAL FLORIDA
POWER & LIGHT
, ro COMPANY EASEMENT
o O
o 0
z
z v7
OCC1
f7 O
N ) if)
M
z N
AT(1";II--II IL..._ IN
A - Delta Angle SE If:::::: A (DV If:::::: IR II (...3 IL....IL..1
L - Arc Length
CH.B. - Chord Bearing
CH.D. - Chord Distance
32.33'
S05' 10'24"E
NOT SUBDIVIDED
S30'49' 19"E
7.58'
S61°29'39"E
10.49'
01�
19
S62
II
II II...II...II
IILu
u...u...0
II
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
THIS IS NOT A "LAND SURVEY."
SHEET 35 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 5 :701'0
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettiCa 'tihty/n, -1/i9iri
N.A. MARK STEVEN ,J0HNS0N,"' PRINCIPAL
F.B.: FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
N
SCALE:
1 "=30'
R — Radius
A — Delta Angle
L — Arc Length
CH.B. — Chord Bearing
CH.D. — Chord Distance
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOT SUBDIVIDED
TYPICAL FLORIDA
POWER & LIGHT
COMPANY EASEMENT
.........II IL..IL..II
-� ILIL.II
< ,, ILILII
S87'33'18"E
0 25.41'
N
O �F
O �
O N
CV
22.72' vim,
N87'33'18"W
NOT SUBDIVIDED
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
ss
A
THIS IS NOT A "LAND SURVEY."
SHEET 36 OF 48 SHEET(S)
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL,
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 : 01'0
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
DATE: 10/23/2025 ettia4 'hty/n, -/l/ii�%1/
N.A. MARK STEVEN ,JOHNSON;" PRINCIPAL
F.B.: FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
LEGAL DESCRIPTION:
BEING PORTIONS OF BLOCKS 1, 2 AND 3, AND PORTIONS OF FORMER N.W. 17TH STREET, N.W. 40TH AVENUE AND N.W. 41ST AVENUE,
"LEJEUNE GARDEN ESTATES SECTION 4", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 23 OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND PORTIONS OF UNSUBDIVIDED LAND IN THE NORTHEAST ONE -QUARTER (1/4)
OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, SAID LANDS BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41
EAST; THENCE RUN ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 88°08'18" EAST
FOR A DISTANCE OF 1138.55 FEET TO A POINT; THENCE RUN AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE NORTH 01°51'42"
WEST FOR A DISTANCE OF 45.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF N.W. 14TH STREET, SAID POINT BEING
THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED FLORIDA POWER & LIGHT COMPANY EASEMENT; THENCE RUN NORTH
02°46'30" WEST FOR A DISTANCE OF 112.74 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 899.63 FEET, A CENTRAL ANGLE OF
25°20'40", A CHORD BEARING OF NORTH 15°26'50" WEST AND A CHORD DISTANCE OF 394.71 FEET, FOR AN ARC DISTANCE OF 397.95
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN NORTH 30'06'10" WEST FOR A DISTANCE OF 75.15 FEET
TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE LEFT HAVING A RADIUS OF 5.00 FEET, A CENTRAL ANGLE OF 32'09'35", A CHORD BEARING OF NORTH 46'10'58" WEST
AND A CHORD DISTANCE OF 2.77 FEET, FOR AN ARC DISTANCE OF 2.81 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT
LINE; THENCE RUN NORTH 66°21'25" WEST FOR A DISTANCE OF 32.00 FEET TO A POINT HEREINAFTER KNOWN AS POINT "A"; THENCE
RUN NORTH 01°37'52" EAST FOR A DISTANCE OF 10.03 FEET TO A POINT; THENCE RUN NORTH 08°37'43" EAST FOR A DISTANCE OF
17.83 FEET TO A POINT; THENCE RUN NORTH 03'09'50" WEST FOR A DISTANCE OF 50.81 FEET TO A POINT; THENCE RUN NORTH
62°45'11" WEST FOR A DISTANCE OF 10.23 FEET TO A POINT; THENCE RUN NORTH 39°27'12" EAST FOR A DISTANCE OF 31.97 FEET
TO A POINT; THENCE RUN NORTH 01°33'40" EAST FOR A DISTANCE OF 6.02 FEET TO A POINT; THENCE RUN NORTH 48°14'25" WEST
FOR A DISTANCE OF 19.10 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 45°13'18", A
CHORD BEARING OF NORTH 25°37'46" WEST AND A CHORD DISTANCE OF 11.53 FEET, FOR AN ARC DISTANCE OF 11.84 FEET TO A
POINT OF TANGENCY; THENCE RUN NORTH 03°01'08" WEST FOR A DISTANCE OF 9.04 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS
OF 851.02 FEET, A CENTRAL ANGLE OF 17°34'18", A CHORD BEARING OF NORTH 05°46'01" EAST AND A CHORD DISTANCE OF 259.97
FEET, FOR AN ARC DISTANCE OF 260.99 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 403.04 FEET, A CENTRAL
ANGLE OF 04°24'25", A CHORD BEARING OF NORTH 16'45'23" EAST AND A CHORD DISTANCE OF 30.99 FEET, FOR AN ARC DISTANCE
OF 31.00 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 18'57'35" EAST FOR A DISTANCE OF 45.43 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 708.26 FEET, A CENTRAL ANGLE OF 09°30'24", A CHORD BEARING OF NORTH 23°42'47" EAST AND A
CHORD DISTANCE OF 117.38 FEET, FOR AN ARC DISTANCE OF 117.52 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE;
THENCE RUN NORTH 29°08'11" EAST FOR A DISTANCE OF 6.43 FEET TO A POINT; THENCE RUN NORTH 02°07'25" WEST FOR A
DISTANCE OF 5.45 FEET TO A POINT; THENCE RUN NORTH 62°46'38" WEST FOR A DISTANCE OF 51.20 FEET TO A POINT; THENCE RUN
NORTH 27°13'22" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 62'46'38" EAST FOR A DISTANCE OF 54.38
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE
ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 1027.89 FEET, A CENTRAL ANGLE OF 07°10'21", A CHORD
BEARING OF NORTH 32'59'00" EAST AND A CHORD DISTANCE OF 128.59 FEET, FOR AN ARC DISTANCE OF 128.67 FEET TO A POINT
OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT HAVING A RADIUS OF 763.86 FEET, A CENTRAL ANGLE OF 08°25'03", A CHORD BEARING OF NORTH 40'46'42"
EAST AND A CHORD DISTANCE OF 112.12 FEET, FOR AN ARC DISTANCE OF 112.22 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 17.00 FEET, A CENTRAL ANGLE OF 24°10'40", A CHORD BEARING OF NORTH 57°20'48" WEST AND A
CONTINUED ON PAGE 38....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 37 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 37....
CHORD DISTANCE OF 7.12 FEET, FOR AN ARC DISTANCE OF 7.17 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 4515'28"
WEST FOR A DISTANCE OF 3.34 FEET TO A POINT; THENCE RUN NORTH 44'44'32" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT;
THENCE RUN SOUTH 45°15'28" EAST FOR A DISTANCE OF 3.34 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO
THE NORTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 7.00 FEET, A CENTRAL
ANGLE OF 89°51'27", A CHORD BEARING OF NORTH 89'48'48" EAST AND A CHORD DISTANCE OF 9.89 FEET, FOR AN ARC DISTANCE
OF 10.98 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 44'53'05" EAST FOR A DISTANCE OF 11.80 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 570.39 FEET, A CENTRAL ANGLE OF 09°28'47", A CHORD BEARING OF NORTH 49°37'28" EAST AND A
CHORD DISTANCE OF 94.27 FEET, FOR AN ARC DISTANCE OF 94.37 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 54°21'52"
EAST FOR A DISTANCE OF 50.47 FEET TO A POINT; THENCE RUN NORTH 55'09'55" EAST FOR A DISTANCE OF 16.40 FEET TO A POINT
ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 769.44 FEET, A CENTRAL ANGLE OF 21°06'43", A CHORD BEARING OF NORTH
65°56'57" EAST AND A CHORD DISTANCE OF 281.92 FEET, FOR AN ARC DISTANCE OF 283.52 FEET TO A POINT OF COMPOUND
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 1137.18 FEET, A CENTRAL ANGLE OF 03'45'39", A CHORD BEARING OF NORTH 78'23'08" EAST AND A
CHORD DISTANCE OF 74.63 FEET, FOR AN ARC DISTANCE OF 74.64 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT
CIRCULAR CURVE CONCAVE TO THE NORTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS
OF 797.30 FEET, A CENTRAL ANGLE OF 0511'54", A CHORD BEARING OF NORTH 80'08'31" EAST AND A CHORD DISTANCE OF 72.31
FEET, FOR AN ARC DISTANCE OF 72.34 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTH;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
25°11'38", A CHORD BEARING OF SOUTH 89°51'37" EAST AND A CHORD DISTANCE OF 8.72 FEET, FOR AN ARC DISTANCE OF 8.79 FEET
TO A POINT OF TANGENCY; THENCE RUN SOUTH 7715'48" EAST FOR A DISTANCE OF 34.60 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE NORTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS
OF 10.00 FEET, A CENTRAL ANGLE OF 32°29'40", A CHORD BEARING OF NORTH 86'29'22" EAST AND A CHORD DISTANCE OF 5.60
FEET, FOR AN ARC DISTANCE OF 5.67 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE
EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE
OF 61 °42'01 ", A CHORD BEARING OF NORTH 02°05'30 W AND A CHORD DISTANCE OF 13.85 FEET, FOR AN ARC DISTANCE OF 14.54
FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 28°45'31" EAST FOR A DISTANCE OF 34.79 FEET TO A POINT; THENCE RUN
SOUTH 6114'29" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 28'45'31" WEST FOR A DISTANCE OF 34.79
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 3.50 FEET, A CENTRAL ANGLE OF 108°38'21", A CHORD BEARING OF SOUTH
25°33'40" EAST AND A CHORD DISTANCE OF 5.69 FEET, FOR AN ARC DISTANCE OF 6.64 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT LINE; THENCE RUN NORTH 36'59'30" EAST FOR A DISTANCE OF 30.50 FEET TO A POINT; THENCE RUN NORTH
52°02'13" EAST FOR A DISTANCE OF 27.64 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO
THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 16.94 FEET, A
CENTRAL ANGLE OF 22°38'06", A CHORD BEARING OF NORTH 49°44'34" EAST AND A CHORD DISTANCE OF 6.65 FEET, FOR AN ARC
DISTANCE OF 6.69 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 431.83 FEET, A CENTRAL ANGLE OF 51°32'03", A
CHORD BEARING OF NORTH 35°17'35" EAST AND A CHORD DISTANCE OF 375.44 FEET, FOR AN ARC DISTANCE OF 388.40 FEET TO A
POINT OF TANGENCY; THENCE RUN NORTH 09°31'33" EAST FOR A DISTANCE OF 26.91 FEET TO A POINT; THENCE RUN NORTH
26°13'32" EAST FOR A DISTANCE OF 23.18 FEET TO A POINT; THENCE RUN NORTH 39°15'51 " EAST FOR A DISTANCE OF 19.74 FEET
TO A POINT; THENCE RUN NORTH 01'09'42" EAST FOR A DISTANCE OF 16.54 FEET TO A POINT; THENCE RUN NORTH 01'51'46" WEST
FOR A DISTANCE OF 58.93 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 19.17 FEET, A CENTRAL ANGLE OF 57°13'27", A
CHORD BEARING OF NORTH 26°44'57" EAST AND A CHORD DISTANCE OF 18.36 FEET, FOR AN ARC DISTANCE OF 19.15 FEET TO A
POINT OF TANGENCY; THENCE RUN NORTH 55°21'41" EAST FOR A DISTANCE OF 41.50 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A
RADIUS OF 10.75 FEET, A CENTRAL ANGLE OF 58°20'29", A CHORD BEARING OF NORTH 26°11'26" EAST AND A CHORD DISTANCE OF
10.48 FEET, FOR AN ARC DISTANCE OF 10.95 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 02°58'48" WEST FOR A DISTANCE
CONTINUED ON PAGE 39....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 38 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSON;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 38....
OF 197.56 FEET TO A POINT HEREINAFTER KNOWN AS POINT "B"; THENCE RUN NORTH 22°46'35" EAST FOR A DISTANCE OF 11.47
FEET TO A POINT; THENCE RUN NORTH 25°44'48" EAST FOR A DISTANCE OF 11.33 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 107.30 FEET, A CENTRAL ANGLE OF 11°46'56", A CHORD BEARING OF NORTH 58°07'08" EAST AND A
CHORD DISTANCE OF 22.03 FEET, FOR AN ARC DISTANCE OF 22.07 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE;
THENCE RUN NORTH 86'58'14" EAST FOR A DISTANCE OF 189.72 FEET TO A POINT; THENCE RUN NORTH 86'58'14" EAST FOR A
DISTANCE OF 209.29 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE EAST, SAID POINT
BEING COINCIDENT WITH THE WESTERLY RIGHT-OF-WAY LINE OF N.W. 37TH AVENUE (DOUGLAS ROAD); THENCE RUN ALONG THE ARC
OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OD 2871.79 FEET, A CENTRAL ANGLE OF 00°11'58", A CHORD BEARING OF
SOUTH 02°52'28" EAST AND A CHORD DISTANCE OF 10.00 FEET, FOR AN ARC DISTANCE OF 10.00 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 86°58'14" WEST FOR A DISTANCE OF 209.26 FEET TO A POINT; THENCE RUN
SOUTH 86'58'14" WEST FOR A DISTANCE OF 187.64 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 97.30
FEET, A CENTRAL ANGLE OF 09°15'38", A CHORD BEARING OF SOUTH 58°12'42" WEST AND A CHORD DISTANCE OF 15.71 FEET, FOR
AN ARC DISTANCE OF 15.73 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 25°44'48" WEST
FOR A DISTANCE OF 16.73 FEET TO A POINT; THENCE RUN SOUTH 02'58'48" EAST FOR A DISTANCE OF 196.24 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 20.75 FEET, A CENTRAL ANGLE OF 58°20'29", A CHORD BEARING OF SOUTH 26'11'26" WEST AND A
CHORD DISTANCE OF 20.23 FEET, FOR AN ARC DISTANCE OF 21.13 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 55°21'41"
WEST FOR A DISTANCE OF 41.50 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE
RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 9.17 FEET, A CENTRAL ANGLE OF 57°13'27", A
CHORD BEARING OF SOUTH 26°44'57" WEST AND A CHORD DISTANCE OF 8.78 FEET, FOR AN ARC DISTANCE OF 9.16 FEET TO A POINT
OF TANGENCY; THENCE RUN SOUTH 01°51'46" EAST FOR A DISTANCE OF 61.55 FEET TO A POINT; THENCE RUN NORTH 39°43'47"
EAST FOR A DISTANCE OF 20.81 FEET TO A POINT; THENCE RUN NORTH 87°21'05" EAST FOR A DISTANCE OF 29.87 FEET TO A
POINT; THENCE RUN SOUTH 02'38'55" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 87'21'05" WEST FOR A
DISTANCE OF 25.49 FEET TO A POINT; THENCE RUN SOUTH 40°19'34" WEST FOR A DISTANCE OF 25.66 FEET TO A POINT; THENCE
RUN SOUTH 01°09'42" WEST FOR A DISTANCE OF 6.76 FEET TO A POINT; THENCE RUN SOUTH 46°09'42" WEST FOR A DISTANCE OF
5.05 FEET TO A POINT; THENCE RUN NORTH 88°50'18" WEST FOR A DISTANCE OF 2.85 FEET TO A POINT; THENCE RUN SOUTH
39°15'51" WEST FOR A DISTANCE OF 14.77 FEET TO A POINT; THENCE RUN SOUTH 26'41'35" WEST FOR A DISTANCE OF 20.02 FEET
TO A POINT; THENCE RUN SOUTH 09°31'33" WEST FOR A DISTANCE OF 26.01 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF
441.83 FEET, A CENTRAL ANGLE OF 51°32'03", A CHORD BEARING OF SOUTH 35°17'35" WEST AND A CHORD DISTANCE OF 384.14
FEET, FOR AN ARC DISTANCE OF 397.40 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 6.94 FEET, A CENTRAL
ANGLE OF 30'21'32", A CHORD BEARING OF SOUTH 45°52'50" WEST AND A CHORD DISTANCE OF 3.64 FEET, FOR AN ARC DISTANCE
OF 3.68 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 52°02'13" WEST FOR A DISTANCE OF
27.95 FEET TO A POINT; THENCE RUN SOUTH 36°54'19" WEST FOR A DISTANCE OF 22.29 FEET TO A POINT; THENCE RUN SOUTH
60°41'01" EAST FOR A DISTANCE OF 9.09 FEET TO A POINT; THENCE RUN SOUTH 23°40'44" EAST FOR A DISTANCE OF 65.25 FEET TO
A POINT; THENCE RUN SOUTH 66°19'16" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 23°45'46" WEST FOR
A DISTANCE OF 62.03 FEET TO A POINT; THENCE RUN NORTH 60°41'01" WEST FOR A DISTANCE OF 7.55 FEET TO A POINT; THENCE
RUN SOUTH 68°55'12" WEST FOR A DISTANCE OF 13.21 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
NORTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE
OF 33'49'00", A CHORD BEARING OF SOUTH 85'49'42" WEST AND A CHORD DISTANCE OF 11.63 FEET, FOR AN ARC DISTANCE OF
11.80 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 77°15'48" WEST FOR A DISTANCE OF 34.60 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 25°11'38", A CHORD BEARING OF NORTH 89°51'37" WEST AND A CHORD
DISTANCE OF 4.36 FEET, FOR AN ARC DISTANCE OF 4.40 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE
TO THE NORTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 807.30 FEET, A
CENTRAL ANGLE OF 05°10'59", A CHORD BEARING OF SOUTH 80°08'04" WEST AND A CHORD DISTANCE OF 73.00 FEET, FOR AN ARC
CONTINUED ON PAGE 40....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 39 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSON;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 39....
DISTANCE OF 73.03 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 1127.18 FEET, A CENTRAL ANGLE OF
03'45'00", A CHORD BEARING OF SOUTH 78°22'48" WEST AND A CHORD DISTANCE OF 73.76 FEET, FOR AN ARC DISTANCE OF 73.77
FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF
SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 759.44 FEET, A CENTRAL ANGLE OF 21 °17'13", A CHORD BEARING OF
SOUTH 65'51'42" WEST AND A CHORD DISTANCE OF 280.53 FEET, FOR AN ARC DISTANCE OF 282.15 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE
TO THE RIGHT HAVING A RADIUS OF 17.05 FEET, A CENTRAL ANGLE OF 26°43'20", A CHORD BEARING OF SOUTH 46°00'05" EAST AND
A CHORD DISTANCE OF 7.88 FEET, FOR AN ARC DISTANCE OF 7.95 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 32°38'25"
EAST FOR A DISTANCE OF 69.85 FEET TO A POINT; THENCE RUN SOUTH 5721'35" WEST FOR A DISTANCE OF 10.00 FEET TO A
POINT; THENCE RUN NORTH 32'38'25" WEST FOR A DISTANCE OF 69.85 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE SOUTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 7.05 FEET, A
CENTRAL ANGLE OF 92°59'44", A CHORD BEARING OF NORTH 79°08'16" WEST AND A CHORD DISTANCE OF 10.23 FEET, FOR AN ARC
DISTANCE OF 11.44 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 54°21'52" WEST FOR A DISTANCE OF 48.76 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE
TO THE LEFT HAVING A RADIUS OF 560.39 FEET, A CENTRAL ANGLE OF 0928'47", A CHORD BEARING OF SOUTH 49°37'28" WEST AND
A CHORD DISTANCE OF 92.61 FEET, FOR AN ARC DISTANCE OF 92.72 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 44°53'05"
WEST FOR A DISTANCE OF 28.66 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE
RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 753.86 FEET, A CENTRAL ANGLE OF 08°18'54", A
CHORD BEARING OF SOUTH 40'43'38" WEST AND A CHORD DISTANCE OF 109.31 FEET, FOR AN ARC DISTANCE OF 109.40 FEET TO A
POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 1017.89 FEET, A CENTRAL ANGLE OF 0726'00", A CHORD BEARING OF SOUTH
32°51'11" WEST AND A CHORD DISTANCE OF 131.96 FEET, FOR AN ARC DISTANCE OF 132.06 FEET TO A POINT OF TANGENCY; THENCE
RUN SOUTH 29'08'11" WEST FOR A DISTANCE OF 16.45 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 698.26
FEET, A CENTRAL ANGLE OF 09°30'06", A CHORD BEARING OF SOUTH 23°42'38" WEST AND A CHORD DISTANCE OF 115.66 FEET, FOR
AN ARC DISTANCE OF 115.80 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 18'57'35" WEST FOR A DISTANCE OF 45.43 FEET
TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE LEFT HAVING A RADIUS OF 393.04 FEET, A CENTRAL ANGLE OF 04°24'25", A CHORD BEARING OF SOUTH 16°45'23"
WEST AND A CHORD DISTANCE OF 30.22 FEET, FOR AN ARC DISTANCE OF 30.23 FEET TO A POINT OF COMPOUND CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS
OF 841.02 FEET, A CENTRAL ANGLE OF 17°34'18", A CHORD BEARING OF SOUTH 05'46'01" WEST AND A CHORD DISTANCE OF 256.92
FEET, FOR AN ARC DISTANCE OF 257.93 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 03°01'08" EAST FOR A DISTANCE OF
9.04 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 5.00 FEET, A CENTRAL ANGLE OF 45°13'18", A CHORD BEARING OF SOUTH
25°37'46" EAST AND A CHORD DISTANCE OF 3.84 FEET, FOR AN ARC DISTANCE OF 3.95 FEET TO A POINT OF TANGENCY; THENCE
RUN SOUTH 48°14'25" EAST FOR A DISTANCE OF 20.50 FEET TO A POINT; THENCE RUN SOUTH 32'22'00" EAST FOR A DISTANCE OF
8.09 FEET TO A POINT; THENCE RUN SOUTH 04°52'40" EAST FOR A DISTANCE OF 8.89 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE WEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS
OF 45.01 FEET, A CENTRAL ANGLE OF 10°25'12", A CHORD BEARING OF SOUTH 00°19'56" WEST AND A CHORD DISTANCE OF 8.17
FEET, FOR AN ARC DISTANCE OF 8.18 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 12.86 FEET, A CENTRAL
ANGLE OF 40°46'31", A CHORD BEARING OF SOUTH 25°55'47" WEST AND A CHORD DISTANCE OF 8.96 FEET, FOR AN ARC DISTANCE
OF 9.15 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 46°19'03" WEST FOR A DISTANCE OF 11.81 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
LEFT HAVING A RADIUS OF 5.00 FEET, A CENTRAL ANGLE OF 49'28'52", A CHORD BEARING OF SOUTH 21°34'36" WEST AND A CHORD
DISTANCE OF 4.19 FEET, FOR AN ARC DISTANCE OF 4.32 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 03'09'50" EAST FOR
CONTINUED ON PAGE 41....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 40 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.• N.A.
el a �„ /iv
MARK STEVEN ,JOHNSON;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 40....
A DISTANCE OF 49.24 FEET TO A POINT; THENCE RUN SOUTH 08°37'43" WEST FOR A DISTANCE OF 20.82 FEET TO A POINT; THENCE
RUN SOUTH 66°21'25" EAST FOR A DISTANCE OF 25.25 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, A CENTRAL
ANGLE OF 3615'15", A CHORD BEARING OF SOUTH 48°13'47" EAST AND A CHORD DISTANCE OF 9.33 FEET, FOR AN ARC DISTANCE OF
9.49 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 30°06'10" EAST FOR A DISTANCE OF 75.31 FEET TO A POINT ON THE
NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT HAVING A RADIUS OF 909.63 FEET, A CENTRAL ANGLE OF 25°21'20", A CHORD BEARING OF SOUTH 15°27'10"
EAST AND A CHORD DISTANCE OF 399.27 FEET, FOR AN ARC DISTANCE OF 402.54 FEET TO A POINT OF TANGENCY; THENCE RUN
SOUTH 02°46'30" EAST FOR A DISTANCE OF 90.03 FEET TO A POINT; THENCE RUN NORTH 40'59'10" EAST FOR A DISTANCE OF 3.55
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 8.00 FEET, A CENTRAL ANGLE OF 46°01'11", A CHORD BEARING OF NORTH
63°59'45" EAST AND A CHORD DISTANCE OF 6.25 FEET, FOR AN ARC DISTANCE OF 6.43 FEET TO A POINT OF TANGENCY; THENCE
RUN NORTH 87'00'21" EAST FOR A DISTANCE OF 51.37 FEET TO A POINT; THENCE RUN SOUTH 02°59'39" EAST FOR A DISTANCE OF
10.00 FEET TO A POINT; THENCE RUN SOUTH 87'00'21" WEST FOR A DISTANCE OF 50.52 FEET TO A POINT; THENCE RUN SOUTH
40°59'10" WEST FOR A DISTANCE OF 13.14 FEET TO A POINT; THENCE RUN SOUTH 02°46'30" EAST FOR A DISTANCE OF 8.41 FEET TO
A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF N.W. 14TH STREET; THENCE RUN ALONG THE NORTHERLY RIGHT-OF-WAY LINE
OF SAID N.W. 14TH STREET SOUTH 88°08'18" WEST FOR A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. SAID EASEMENT
CONTAINS 38,847 SQUARE FEET, MORE OR LESS.
TOGETHER WITH:
BEGIN A THE AFOREMENTIONED POINT "A"; THENCE RUN SOUTH 86°58'53" WEST FOR A DISTANCE OF 351.34 FEET TO A POINT;
THENCE RUN SOUTH 87°02'05" WEST FOR A DISTANCE OF 231.18 FEET TO A POINT; THENCE RUN SOUTH 02°35'31" EAST FOR A
DISTANCE OF 17.96 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE
ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 7.68 FEET, A CENTRAL ANGLE OF 53'32'38", A CHORD BEARING
OF SOUTH 29'21'50" EAST AND A CHORD DISTANCE OF 6.92 FEET, FOR AN ARC DISTANCE OF 7.18 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 33°51'51" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE
TO THE RIGHT HAVING A RADIUS OF 17.68 FEET, A CENTRAL ANGLE OF 53°32'38", A CHORD BEARING OF NORTH 29°21'50" WEST AND
A CHORD DISTANCE OF 15.93 FEET, FOR AN ARC DISTANCE OF 16.52 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 02°35'31"
WEST FOR A DISTANCE OF 17.89 FEET TO A POINT; THENCE RUN SOUTH 87°02'05" WEST FOR A DISTANCE OF 11.35 FEET TO A POINT;
THENCE RUN SOUTH 01°35'12" EAST FOR A DISTANCE OF 15.04 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO
THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 7.60 FEET, A CENTRAL
ANGLE OF 47°19'37", A CHORD BEARING OF SOUTH 25°15'01" EAST AND A CHORD DISTANCE OF 6.10 FEET, FOR AN ARC DISTANCE OF
6.28 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 48'54'49" EAST FOR A DISTANCE OF 19.14 FEET TO A POINT; THENCE RUN
SOUTH 41°05'11" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 48°54'49" WEST FOR A DISTANCE OF 19.14
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 17.60 FEET, A CENTRAL ANGLE OF 47°19'37", A CHORD BEARING OF NORTH
2515'01" WEST AND A CHORD DISTANCE OF 14.13 FEET, FOR AN ARC DISTANCE OF 14.54 FEET TO A POINT OF TANGENCY; THENCE
RUN NORTH 01°35'12" WEST FOR A DISTANCE OF 15.37 FEET TO A POINT; THENCE RUN NORTH 86°44'39" WEST FOR A DISTANCE OF
73.74 FEET TO A POINT; THENCE RUN NORTH 59°19'25" WEST FOR A DISTANCE OF 71.24 FEET TO A POINT; THENCE RUN NORTH
25°03'16" WEST FOR A DISTANCE OF 101.73 FEET TO A POINT; THENCE RUN NORTH 03°01'24" WEST FOR A DISTANCE OF 133.83 FEET
TO A POINT; THENCE RUN NORTH 47'46'43" WEST FOR A DISTANCE OF 50.85 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF
10.00 FEET, A CENTRAL ANGLE OF 45°14'24", A CHORD BEARING OF NORTH 70°23'55" WEST AND A CHORD DISTANCE OF 7.69 FEET,
FOR AN ARC DISTANCE OF 7.90 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 86°58'52" WEST FOR A DISTANCE OF 33.12
FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF THE MIAMI FREEDOM PARK PROPERTY, SAID BOUNDARY LINE ALSO BEING A
LIMITED ACCESS RIGHT-OF-WAY LINE; THENCE RUN ALONG THE WESTERLY BOUNDARY LINE OF THE MIAMI FREEDOM PARK PROPERTY
AND LIMITED ACCESS RIGHT-OF-WAY LINE NORTH 03°25'06" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH
86'58'52" EAST FOR A DISTANCE OF 33.19 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST;
CONTINUED ON PAGE 42....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 41 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 41....
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
45°14'24", A CHORD BEARING OF SOUTH 70°23'55" EAST AND A CHORD DISTANCE OF 15.38 FEET, FOR AN ARC DISTANCE OF 15.79
FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 47°46'43" EAST FOR A DISTANCE OF 54.97 FEET TO A POINT; THENCE RUN
SOUTH 03°01'24" EAST FOR A DISTANCE OF 136.00 FEET TO A POINT; THENCE RUN SOUTH 25'03'16" EAST FOR A DISTANCE OF 96.70
FEET TO A POINT; THENCE RUN SOUTH 59°19'25" EAST FOR A DISTANCE OF 65.72 FEET TO A POINT; THENCE RUN SOUTH 86°44'39"
EAST FOR A DISTANCE OF 70.38 FEET TO A POINT; THENCE RUN NORTH 02°56'24" WEST FOR A DISTANCE OF 53.94 FEET TO A
POINT; THENCE RUN NORTH 31°43'04" EAST FOR A DISTANCE OF 16.26 FEET TO A POINT; THENCE RUN NORTH 82°36'21" EAST FOR A
DISTANCE OF 63.52 FEET TO A POINT; THENCE RUN NORTH 86°58'52" EAST FOR A DISTANCE OF 141.08 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
LEFT HAVING A RADIUS OF 15.26 FEET, A CENTRAL ANGLE OF 66°38'01", A CHORD BEARING OF NORTH 53°39'52" EAST AND A CHORD
DISTANCE OF 16.76 FEET, FOR AN ARC DISTANCE OF 17.75 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE
RUN NORTH 03°01'08" WEST FOR A DISTANCE OF 585.95 FEET TO A POINT; THENCE RUN SOUTH 40° 49' 15" WEST FOR A DISTANCE
OF 17.10 FEET TO A POINT; THENCE RUN SOUTH 87° 40' 28" WEST FOR A DISTANCE OF 53.40 FEET TO A POINT; THENCE RUN SOUTH
67' 36' 31" WEST FOR A DISTANCE OF 56.53 FEET TO A POINT; THENCE RUN SOUTH 73° 11' 08" WEST FOR A DISTANCE OF 18.78
FEET TO A POINT; THENCE RUN SOUTH 79' 03' 45" WEST FOR A DISTANCE OF 6.29 FEET TO A POINT; THENCE RUN SOUTH 79° 08'
43" WEST FOR A DISTANCE OF 17.70 FEET TO A POINT; THENCE RUN SOUTH 82° 29' 24" WEST FOR A DISTANCE OF 31.29 FEET TO A
POINT; THENCE RUN SOUTH 86° 14' 26" WEST FOR A DISTANCE OF 39.65 FEET TO A POINT; THENCE RUN SOUTH 88' 39' 20" WEST
FOR A DISTANCE OF 19.21 FEET TO A POINT; THENCE RUN NORTH 83' 22' 01" WEST FOR A DISTANCE OF 18.13 FEET TO A POINT;
THENCE RUN NORTH 06° 24' 47" WEST FOR A DISTANCE OF 46.43 FEET TO A POINT; THENCE RUN NORTH 86° 58' 52" EAST FOR A
DISTANCE OF 10.02 FEET TO A POINT; THENCE RUN SOUTH 06° 24' 47" EAST FOR A DISTANCE OF 37.89 FEET TO A POINT; THENCE
RUN SOUTH 83° 22' 01" EAST FOR A DISTANCE OF 9.49 FEET TO A POINT; THENCE RUN NORTH 88' 39' 20" EAST FOR A DISTANCE
OF 18.30 FEET TO A POINT; THENCE RUN NORTH 86° 14' 26" EAST FOR A DISTANCE OF 39.11 FEET TO A POINT; THENCE RUN NORTH
82° 29' 24" EAST FOR A DISTANCE OF 30.68 FEET TO A POINT; THENCE RUN NORTH 79° 08' 43" EAST FOR A DISTANCE OF 17.41
FEET TO A POINT; THENCE RUN NORTH 79' 03' 45" EAST FOR A DISTANCE OF 5.77 FEET TO A POINT; THENCE RUN NORTH 73° 11'
08" EAST FOR A DISTANCE OF 17.78 FEET TO A POINT; THENCE RUN NORTH 67' 36' 31" EAST FOR A DISTANCE OF 57.81 FEET TO A
POINT; THENCE RUN NORTH 87° 40' 28" EAST FOR A DISTANCE OF 50.83 FEET TO A POINT; THENCE RUN NORTH 40° 49' 15" EAST
FOR A DISTANCE OF 23.18 FEET TO A POINT; THENCE RUN NORTH 03'01'08" WEST FOR A DISTANCE OF 789.67 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE WEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 500.50 FEET, A CENTRAL ANGLE OF 14°58'44", A CHORD BEARING OF NORTH 10°30'29" WEST AND A CHORD
DISTANCE OF 130.47 FEET, FOR AN ARC DISTANCE OF 130.85 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 17°59'51" WEST
FOR A DISTANCE OF 17.31 FEET TO A POINT; THENCE RUN NORTH 17'49'12" WEST FOR A DISTANCE OF 56.67 FEET TO A POINT ON
THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT HAVING A RADIUS OF 22.22 FEET, A CENTRAL ANGLE OF 21°49'46", A CHORD BEARING OF NORTH 05°34'04"
WEST AND A CHORD DISTANCE OF 8.41 FEET, FOR AN ARC DISTANCE OF 8.47 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT LINE; THENCE RUN NORTH 72°00'08" EAST FOR A DISTANCE OF 11.93 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 12.22 FEET, A CENTRAL ANGLE OF 44°34'57", A CHORD BEARING OF SOUTH 05°48'32" WEST AND A CHORD
DISTANCE OF 9.27 FEET, FOR AN ARC DISTANCE OF 9.51 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE
RUN SOUTH 17°49'22" EAST FOR A DISTANCE OF 56.41 FEET TO A POINT; THENCE RUN SOUTH 17°59'51" EAST FOR A DISTANCE OF
17.31 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE WEST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 510.50 FEET, A CENTRAL ANGLE OF 14°58'44", A CHORD BEARING OF SOUTH
10'30'29" EAST AND A CHORD DISTANCE OF 133.08 FEET, FOR AN ARC DISTANCE OF 133.46 FEET TO A POINT OF TANGENCY; THENCE
RUN SOUTH 03°01'08" EAST FOR A DISTANCE OF 141.23 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE
CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 6.89
FEET, A CENTRAL ANGLE OF 68°51'56", A CHORD BEARING OF SOUTH 57°04'55" EAST AND A CHORD DISTANCE OF 7.80 FEET, FOR AN
ARC DISTANCE OF 8.29 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 88°29'07" EAST FOR A DISTANCE OF 5.82 FEET TO A
POINT; THENCE RUN SOUTH 01°30'53" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 88°29'07" WEST FOR A
DISTANCE OF 5.82 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE
CONTINUED ON PAGE 43....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 42 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
"„vhtryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 42....
ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 16.89 FEET, A CENTRAL ANGLE OF 21°05'57", A CHORD BEARING
OF NORTH 80°57'54" WEST AND A CHORD DISTANCE OF 6.19 FEET, FOR AN ARC DISTANCE OF 6.22 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 03°01'08" EAST FOR A DISTANCE OF 107.27 FEET TO A POINT; THENCE RUN
SOUTH 45°53'05" EAST FOR A DISTANCE OF 33.98 FEET TO A POINT; THENCE RUN NORTH 86°58'21" EAST FOR A DISTANCE OF 221.80
FEET TO A POINT; THENCE RUN NORTH 42°33'58" EAST FOR A DISTANCE OF 18.81 FEET TO A POINT; THENCE RUN NORTH 86°49'59"
EAST FOR A DISTANCE OF 14.80 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE
NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 44.34 FEET, A CENTRAL
ANGLE OF 10°33'23", A CHORD BEARING OF NORTH 32°50'23" WEST AND A CHORD DISTANCE OF 8.16 FEET, FOR AN ARC DISTANCE OF
8.17 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN NORTH 17'03'18" WEST FOR A DISTANCE OF 11.07
FEET TO A POINT; THENCE RUN NORTH 72°56'42" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 17°03'18"
EAST FOR A DISTANCE OF 10.10 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE
NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 34.34 FEET, A CENTRAL
ANGLE OF 21°52'31", A CHORD BEARING OF SOUTH 39°56'12" EAST AND A CHORD DISTANCE OF 13.03 FEET, FOR AN ARC DISTANCE
OF 13.11 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN NORTH 86'49'59" EAST FOR A DISTANCE OF
10.33 FEET TO A POINT; THENCE RUN SOUTH 53'00'21" EAST FOR A DISTANCE OF 16.51 FEET TO A POINT; THENCE RUN NORTH
86°53'47" EAST FOR A DISTANCE OF 71.62 FEET TO A POINT; THENCE RUN NORTH 39°59'27" EAST FOR A DISTANCE OF 14.80 FEET
TO A POINT; THENCE RUN NORTH 86°59'13" EAST FOR A DISTANCE OF 28.81 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 349.25
FEET, A CENTRAL ANGLE OF 53°56'24", A CHORD BEARING OF SOUTH 66'02'36" EAST AND A CHORD DISTANCE OF 316.79 FEET, FOR
AN ARC DISTANCE OF 328.80 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 39°04'24" EAST FOR A DISTANCE OF 5.84 FEET
TO A POINT; THENCE RUN SOUTH 04°25'38" EAST FOR A DISTANCE OF 19.97 FEET TO A POINT; THENCE RUN SOUTH 55°25'10" EAST
FOR A DISTANCE OF 9.91 FEET TO A POINT; THENCE RUN NORTH 5914'20" EAST FOR A DISTANCE OF 39.72 FEET TO A POINT;
THENCE RUN SOUTH 30'45'40" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 59'14'20" WEST FOR A
DISTANCE OF 36.26 FEET TO A POINT; THENCE RUN NORTH 89°39'58" EAST FOR A DISTANCE OF 7.11 FEET TO A POINT; THENCE RUN
SOUTH 36°03'36" EAST FOR A DISTANCE OF 147.45 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE WEST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 15.17 FEET, A CENTRAL ANGLE OF
40°06'30", A CHORD BEARING OF SOUTH 16'00'21" EAST AND A CHORD DISTANCE OF 10.40 FEET, FOR AN ARC DISTANCE OF 10.62
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 55°09'55" WEST FOR A DISTANCE OF 16.40 FEET
TO A POINT; THENCE RUN NORTH 20°10'47" EAST FOR A DISTANCE OF 9.22 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE WEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 5.17 FEET, A
CENTRAL ANGLE OF 5614'23", A CHORD BEARING OF NORTH 07'56'24" WEST AND A CHORD DISTANCE OF 4.87 FEET, FOR AN ARC
DISTANCE OF 5.07 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 36°03'36" WEST FOR A DISTANCE OF 142.33 FEET TO A
POINT; THENCE RUN SOUTH 89°39'58" WEST FOR A DISTANCE OF 16.73 FEET TO A POINT; THENCE RUN NORTH 37°54'01" WEST FOR A
DISTANCE OF 17.80 FEET TO A POINT; THENCE RUN NORTH 67°31'00" WEST FOR A DISTANCE OF 7.42 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 6.00 FEET, A CENTRAL ANGLE OF 61°35'12", A CHORD BEARING OF SOUTH 81'41'24" WEST AND A CHORD
DISTANCE OF 6.14 FEET, FOR AN ARC DISTANCE OF 6.45 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 50°53'48" WEST FOR
A DISTANCE OF 23.67 FEET TO A POINT; THENCE RUN NORTH 39°06'12" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE
RUN NORTH 50°53'48" EAST FOR A DISTANCE OF 23.67 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
SOUTH; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 16.00 FEET, A CENTRAL ANGLE
OF 49°08'42", A CHORD BEARING OF NORTH 75'28'09" EAST AND A CHORD DISTANCE OF 13.31 FEET, FOR AN ARC DISTANCE OF
13.72 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 75°51'22" EAST FOR A DISTANCE OF 5.62
FEET TO A POINT; THENCE RUN NORTH 04°25'38" WEST FOR A DISTANCE OF 12.87 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 339.25 FEET, A CENTRAL ANGLE OF 54°24'05", A CHORD BEARING OF NORTH 65°48'45" WEST AND A CHORD
DISTANCE OF 310.15 FEET, FOR AN ARC DISTANCE OF 322.11 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 86°59'13" WEST
FOR A DISTANCE OF 24.46 FEET TO A POINT; THENCE RUN SOUTH 39°59'27" WEST FOR A DISTANCE OF 14.79 FEET TO A POINT;
THENCE RUN SOUTH 86'53'46" WEST FOR A DISTANCE OF 79.60 FEET TO A POINT; THENCE RUN NORTH 53°00'21" WEST FOR A
CONTINUED ON PAGE 44....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 43 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 43....
DISTANCE OF 16.49 FEET TO A POINT; THENCE RUN SOUTH 86°50'35" WEST FOR A DISTANCE OF 7.90 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE
TO THE LEFT HAVING A RADIUS OF 4.32 FEET, A CENTRAL ANGLE OF 54°22'29", A CHORD BEARING OF SOUTH 2417'35" WEST AND A
CHORD DISTANCE OF 3.95 FEET, FOR AN ARC DISTANCE OF 4.10 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 02°53'39"
EAST FOR A DISTANCE OF 51.26 FEET TO A POINT; THENCE RUN SOUTH 87°06'21" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT;
THENCE RUN NORTH 02°53'39" WEST FOR A DISTANCE OF 54.72 FEET TO A POINT; THENCE RUN SOUTH 86°50'35" WEST FOR A
DISTANCE OF 10.95 FEET TO A POINT; THENCE RUN SOUTH 42'32'47" WEST FOR A DISTANCE OF 18.81 FEET TO A POINT; THENCE
RUN SOUTH 86°58'21" WEST FOR A DISTANCE OF 230.26 FEET TO A POINT; THENCE RUN NORTH 45°53'05" WEST FOR A DISTANCE OF
27.57 FEET TO A POINT; THENCE RUN SOUTH 03°01'08" EAST FOR A DISTANCE OF 1113.76 FEET TO A POINT; THENCE RUN SOUTH
42'38'54" EAST FOR A DISTANCE OF 8.30 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF
5020'30", A CHORD BEARING OF SOUTH 67'49'08" EAST AND A CHORD DISTANCE OF 8.51 FEET, FOR AN ARC DISTANCE OF 8.79
FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 87°00'37" EAST FOR A DISTANCE OF 354.73 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING
A RADIUS OF 4.95 FEET, A CENTRAL ANGLE OF 47°33'25", A CHORD BEARING OF NORTH 63°13'54" EAST AND A CHORD DISTANCE OF
3.99 FEET, FOR AN ARC DISTANCE OF 4.11 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH
62'45'11" EAST FOR A DISTANCE OF 10.23 FEET TO A POINT; THENCE RUN SOUTH 39'27'12" WEST FOR A DISTANCE OF 2.16 FEET TO
A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT HAVING A RADIUS OF 14.95 FEET, A CENTRAL ANGLE OF 47°33'25", A CHORD BEARING OF SOUTH 63°13'54"
WEST AND A CHORD DISTANCE OF 12.06 FEET, FOR AN ARC DISTANCE OF 12.41 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH
87°00'37" WEST FOR A DISTANCE OF 354.73 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
32°14'47", A CHORD BEARING OF NORTH 76°52'00" WEST AND A CHORD DISTANCE OF 11.11 FEET, FOR AN ARC DISTANCE OF 11.26
FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTH; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 59°20'12", A CHORD BEARING OF SOUTH
89'35'18" WEST AND A CHORD DISTANCE OF 14.85 FEET, FOR AN ARC DISTANCE OF 15.53 FEET TO A POINT OF REVERSE CURVATURE
OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING
A RADIUS OF 25.26 FEET, A CENTRAL ANGLE OF 27°03'40", A CHORD BEARING OF SOUTH 73°27'02" WEST AND A CHORD DISTANCE
OF 11.82 FEET, FOR AN ARC DISTANCE OF 11.93 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 86°58'52" WEST FOR A
DISTANCE OF 140.69 FEET TO A POINT; THENCE RUN SOUTH 82'36'21" WEST FOR A DISTANCE OF 58.38 FEET TO A POINT; THENCE
RUN SOUTH 31 °43'04" WEST FOR A DISTANCE OF 8.38 FEET TO A POINT; THENCE RUN SOUTH 02°56'24" EAST FOR A DISTANCE OF
51.42 FEET TO A POINT; THENCE RUN NORTH 87°02'05" EAST FOR A DISTANCE OF 252.35 FEET TO A POINT; THENCE RUN NORTH
86'58'53" EAST FOR A DISTANCE OF 352.14 FEET TO A POINT; THENCE RUN SOUTH 01 °37'52" WEST FOR A DISTANCE OF 10.03 FEET
TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 49,192 SQUARE FEET, MORE OR LESS.
AND TOGETHER WITH:
BEGIN A THE AFOREMENTIONED POINT "B"; THENCE RUN NORTH 37°51'26" WEST FOR A DISTANCE OF 53.28 FEET TO A POINT ON THE
NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE RIGHT HAVING A RADIUS OF 21.40 FEET, A CENTRAL ANGLE OF 33°46'49", A CHORD BEARING OF NORTH 21°08'22"
WEST AND A CHORD DISTANCE OF 12.43 FEET, FOR AN ARC DISTANCE OF 12.62 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT LINE; THENCE RUN NORTH 03°05'28" WEST FOR A DISTANCE OF 163.87 FEET TO A POINT; THENCE RUN NORTH
61°22'36" WEST FOR A DISTANCE OF 6.22 FEET TO A POINT; THENCE RUN NORTH 67°31'33" WEST FOR A DISTANCE OF 26.92 FEET TO
A POINT; THENCE RUN SOUTH 87'04'29" WEST FOR A DISTANCE OF 208.22 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 20.10
FEET, A CENTRAL ANGLE OF 43°00'18", A CHORD BEARING OF NORTH 71°25'22" WEST AND A CHORD DISTANCE OF 14.73 FEET, FOR
AN ARC DISTANCE OF 15.09 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 49°55'13" WEST FOR A DISTANCE OF 16.74 FEET
CONTINUED ON PAGE 45....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 44 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 44....
TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 26°05'14", A CHORD BEARING OF NORTH 62°57'50"
WEST AND A CHORD DISTANCE OF 4.51 FEET, FOR AN ARC DISTANCE OF 4.55 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH
76°00'27" WEST FOR A DISTANCE OF 234.46 FEET TO A POINT; THENCE RUN SOUTH 86°59'48" WEST FOR A DISTANCE OF 2.69 FEET
TO A POINT; THENCE RUN SOUTH 44°23'47" WEST FOR A DISTANCE OF 5.06 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 12.80
FEET, A CENTRAL ANGLE OF 29°34'18", A CHORD BEARING OF SOUTH 29°36'38" WEST AND A CHORD DISTANCE OF 6.53 FEET, FOR AN
ARC DISTANCE OF 6.61 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 14°49'29" WEST FOR A DISTANCE OF 36.58 FEET TO A
POINT; THENCE RUN NORTH 75°10'31" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 14°49'29" EAST FOR A
DISTANCE OF 36.58 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE
ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 22.80 FEET, A CENTRAL ANGLE OF 21°00'13", A CHORD BEARING
OF NORTH 25°19'36" EAST AND A CHORD DISTANCE OF 8.31 FEET, FOR AN ARC DISTANCE OF 8.36 FEET TO A POINT ON THE NEXT
DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 88°09'43" WEST FOR A DISTANCE OF 94.40 FEET TO A POINT; THENCE RUN
SOUTH 53'53'38" WEST FOR A DISTANCE OF 21.01 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 10.35 FEET, A CENTRAL
ANGLE OF 33°58'28", A CHORD BEARING OF SOUTH 70'52'52" WEST AND A CHORD DISTANCE OF 6.05 FEET, FOR AN ARC DISTANCE
OF 6.14 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 87°52'06" WEST FOR A DISTANCE OF 170.31 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
LEFT HAVING A RADIUS OF 42.00 FEET, A CENTRAL ANGLE OF 60°57'26", A CHORD BEARING OF SOUTH 57°23'23" WEST AND A CHORD
DISTANCE OF 42.61 FEET, FOR AN ARC DISTANCE OF 44.68 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 26'54'40" WEST
FOR A DISTANCE OF 119.23 FEET TO A POINT; THENCE RUN SOUTH 44°32'47" WEST FOR A DISTANCE OF 15.12 FEET TO A POINT;
THENCE RUN SOUTH 72°08'26" WEST FOR A DISTANCE OF 16.28 FEET TO A POINT; THENCE RUN SOUTH 44°36'54" WEST FOR A
DISTANCE OF 101.37 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHWEST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 57.35 FEET, A CENTRAL ANGLE OF
19°30'47", A CHORD BEARING OF SOUTH 57°09'58" WEST AND A CHORD DISTANCE OF 19.44 FEET, FOR AN ARC DISTANCE OF 19.53
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 72'05'34" WEST FOR A DISTANCE OF 41.60 FEET
TO A POINT; THENCE RUN SOUTH 54°55'01" EAST FOR A DISTANCE OF 10.30 FEET TO A POINT; THENCE RUN SOUTH 66°45'43" EAST
FOR A DISTANCE OF 73.18 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 11.68 FEET, A CENTRAL ANGLE OF 81°51'52", A
CHORD BEARING OF SOUTH 25°49'47" EAST AND A CHORD DISTANCE OF 15.30 FEET, FOR AN ARC DISTANCE OF 16.69 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR
CURVE TO THE LEFT HAVING A RADIUS OF 854.12 FEET, A CENTRAL ANGLE OF 05°36'01", A CHORD BEARING OF SOUTH 12°18'08"
WEST AND A CHORD DISTANCE OF 83.45 FEET, FOR AN ARC DISTANCE OF 83.49 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT LINE; THENCE RUN SOUTH 05°19'43" WEST FOR A DISTANCE OF 100.34 FEET TO A POINT; THENCE RUN SOUTH
02'07'34" EAST FOR A DISTANCE OF 36.00 FEET TO A POINT; THENCE RUN SOUTH 05°10'24" EAST FOR A DISTANCE OF 32.33 FEET
TO A POINT; THENCE RUN SOUTH 0816'01" EAST FOR A DISTANCE OF 36.80 FEET TO A POINT; THENCE RUN SOUTH 12'07'17" EAST
FOR A DISTANCE OF 30.97 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE EAST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 828.82 FEET, A CENTRAL ANGLE OF
04°25'25", A CHORD BEARING OF SOUTH 16°27'15" EAST AND A CHORD DISTANCE OF 63.97 FEET, FOR AN ARC DISTANCE OF 63.99
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 30°49'19" EAST FOR A DISTANCE OF 7.58 FEET
TO A POINT; THENCE RUN SOUTH 61°29'39" EAST FOR A DISTANCE OF 10.49 FEET TO A POINT; THENCE RUN NORTH 6219'01" EAST
FOR A DISTANCE OF 73.36 FEET TO A POINT; THENCE RUN SOUTH 87°33'18" EAST FOR A DISTANCE OF 25.41 FEET TO A POINT;
THENCE RUN SOUTH 02°26'42" WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 87°33'18" WEST FOR A
DISTANCE OF 22.72 FEET TO A POINT; THENCE RUN SOUTH 62°19'01" WEST FOR A DISTANCE OF 76.90 FEET TO A POINT; THENCE
RUN NORTH 62°14'42" WEST FOR A DISTANCE OF 20.41 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE
CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 838.82 FEET,
CONTINUED ON PAGE 46....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 45 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 45....
A CENTRAL ANGLE OF 05°11'57", A CHORD BEARING OF NORTH 16'49'46" WEST AND A CHORD DISTANCE OF 76.09 FEET, FOR AN ARC
DISTANCE OF 76.12 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN NORTH 12°07'17" WEST FOR A
DISTANCE OF 31.49 FEET TO A POINT; THENCE RUN NORTH 08°16'01" WEST FOR A DISTANCE OF 37.41 FEET TO A POINT; THENCE
RUN NORTH 05'10'24" WEST FOR A DISTANCE OF 32.86 FEET TO A POINT; THENCE RUN NORTH 02'07'34" WEST FOR A DISTANCE OF
36.92 FEET TO A POINT; THENCE RUN NORTH 05°19'43" EAST FOR A DISTANCE OF 101.36 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT
HAVING A RADIUS OF 864.12 FEET, A CENTRAL ANGLE OF 05°37'28", A CHORD BEARING OF NORTH 12°17'24" EAST AND A CHORD
DISTANCE OF 84.79 FEET, FOR AN ARC DISTANCE OF 84.83 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 1.68
FEET, A CENTRAL ANGLE OF 81°51'52", A CHORD BEARING OF NORTH 25°49'47" WEST AND A CHORD DISTANCE OF 2.20 FEET, FOR AN
ARC DISTANCE OF 2.40 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 66°45'43" WEST FOR A DISTANCE OF 74.22 FEET TO A
POINT; THENCE RUN NORTH 54°55'01" WEST FOR A DISTANCE OF 18.57 FEET TO A POINT; THENCE RUN SOUTH 38°34'58" WEST FOR A
DISTANCE OF 14.61 FEET TO A POINT; THENCE RUN SOUTH 24°18'18" WEST FOR A DISTANCE OF 10.80 FEET TO A POINT; THENCE RUN
SOUTH 27'12'00" WEST FOR A DISTANCE OF 14.38 FEET TO A POINT; THENCE RUN SOUTH 34°11'26" WEST FOR A DISTANCE OF 20.81
FEET TO A POINT; THENCE RUN SOUTH 74'23'47" WEST FOR A DISTANCE OF 4.79 FEET TO A POINT; THENCE RUN NORTH 15°36'13"
WEST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 74°23'47" EAST FOR A DISTANCE OF 1.13 FEET TO A POINT;
THENCE RUN NORTH 34°11'26" EAST FOR A DISTANCE OF 16.54 FEET TO A POINT; THENCE RUN NORTH 27°12'00" EAST FOR A
DISTANCE OF 13.52 FEET TO A POINT; THENCE RUN NORTH 24°18'18" EAST FOR A DISTANCE OF 11.83 FEET TO A POINT; THENCE RUN
NORTH 39°56'03" EAST FOR A DISTANCE OF 10.56 FEET TO A POINT; THENCE RUN NORTH 66°07'11" WEST FOR A DISTANCE OF 10.37
FEET TO A POINT; THENCE RUN NORTH 49°46'23" WEST FOR A DISTANCE OF 9.65 FEET TO A POINT; THENCE RUN NORTH 57°46'29"
WEST FOR A DISTANCE OF 9.88 FEET TO A POINT; THENCE RUN NORTH 59°23'39" WEST FOR A DISTANCE OF 6.45 FEET TO A POINT;
THENCE RUN NORTH 67'47'41" WEST FOR A DISTANCE OF 8.81 FEET TO A POINT; THENCE RUN NORTH 85°39'13" WEST FOR A
DISTANCE OF 1.60 FEET TO A POINT; THENCE RUN SOUTH 68°39'41" WEST FOR A DISTANCE OF 31.22 FEET TO A POINT; THENCE RUN
SOUTH 72°00'08" WEST FOR A DISTANCE OF 100.63 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 4.01
FEET, A CENTRAL ANGLE OF 36°33'14", A CHORD BEARING OF SOUTH 41°58'13" WEST AND A CHORD DISTANCE OF 2.52 FEET, FOR AN
ARC DISTANCE OF 2.56 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 7.51 FEET, A CENTRAL ANGLE OF 41°41'28", A CHORD
BEARING OF SOUTH 02°50'52" WEST AND A CHORD DISTANCE OF 5.34 FEET, FOR AN ARC DISTANCE OF 5.46 FEET TO A POINT OF
TANGENCY; THENCE RUN SOUTH 17'59'51" EAST FOR A DISTANCE OF 32.38 FEET TO A POINT; THENCE RUN SOUTH 72'00'09" WEST
FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN NORTH 17'59'51" WEST FOR A DISTANCE OF 32.38 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE EAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT
HAVING A RADIUS OF 17.51 FEET, A CENTRAL ANGLE OF 20°55'25", A CHORD BEARING OF NORTH 07°32'09" WEST AND A CHORD
DISTANCE OF 6.36 FEET, FOR AN ARC DISTANCE OF 6.39 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE
RUN SOUTH 72°00'08" WEST FOR A DISTANCE OF 697.32 FEET TO A POINT; THENCE RUN NORTH 17°59'52" WEST FOR A DISTANCE OF
10.00 FEET TO A POINT; THENCE RUN NORTH 72'00'08" EAST FOR A DISTANCE OF 295.06 FEET TO A POINT; THENCE RUN NORTH
35°08'37" EAST FOR A DISTANCE OF 25.45 FEET TO A POINT; THENCE RUN NORTH 17°18'44" WEST FOR A DISTANCE OF 12.91 FEET TO
A POINT; THENCE RUN NORTH 72°41'16" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 17°18'44" EAST FOR
A DISTANCE OF 12.95 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE WEST; THENCE RUN ALONG THE
ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 9.94 FEET, A CENTRAL ANGLE OF 52°44'16", A CHORD BEARING
OF SOUTH 09°03'24" WEST AND A CHORD DISTANCE OF 8.83 FEET, FOR AN ARC DISTANCE OF 9.15 FEET TO A POINT OF TANGENCY;
THENCE RUN SOUTH 35°25'32" WEST FOR A DISTANCE OF 12.17 FEET TO A POINT; THENCE RUN NORTH 72°00'08" EAST FOR A
DISTANCE OF 498.95 FEET TO A POINT; THENCE RUN NORTH 68'39'41" EAST FOR A DISTANCE OF 33.21 FEET TO A POINT; THENCE
RUN SOUTH 85'39'13" EAST FOR A DISTANCE OF 5.45 FEET TO A POINT; THENCE RUN SOUTH 67'47'41" EAST FOR A DISTANCE OF
11.11 FEET TO A POINT; THENCE RUN SOUTH 59°23'39" EAST FOR A DISTANCE OF 7.33 FEET TO A POINT; THENCE RUN SOUTH
57°46'29" EAST FOR A DISTANCE OF 10.72 FEET TO A POINT; THENCE RUN SOUTH 49°46'23" EAST FOR A DISTANCE OF 8.92 FEET TO
A POINT; THENCE RUN SOUTH 66'07'11" EAST FOR A DISTANCE OF 10.34 FEET TO A POINT; THENCE RUN NORTH 74'27'27" EAST FOR
A DISTANCE OF 4.27 FEET TO A POINT; THENCE RUN NORTH 24°34'25" EAST FOR A DISTANCE OF 9.23 FEET TO A POINT; THENCE
CONTINUED ON PAGE 47....
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 46 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSON;"
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
CONTINUED FROM PAGE 46....
RUN NORTH 12°04'14" EAST FOR A DISTANCE OF 5.17 FEET TO A POINT; THENCE RUN NORTH 01'09'02" WEST FOR A DISTANCE OF
14.51 FEET TO A POINT; THENCE RUN NORTH 03°09'48" WEST FOR A DISTANCE OF 11.19 FEET TO A POINT; THENCE RUN NORTH
06°25'40" WEST FOR A DISTANCE OF 10.76 FEET TO A POINT; THENCE RUN NORTH 09°07'41" WEST FOR A DISTANCE OF 12.35 FEET
TO A POINT; THENCE RUN NORTH 06°13'49" WEST FOR A DISTANCE OF 7.13 FEET TO A POINT; THENCE RUN NORTH 83°46'11 " EAST
FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN SOUTH 06°13'49" EAST FOR A DISTANCE OF 6.88 FEET TO A POINT;
THENCE RUN SOUTH 09°07'41 " EAST FOR A DISTANCE OF 12.33 FEET TO A POINT; THENCE RUN SOUTH 06°25'40" EAST FOR A
DISTANCE OF 11.28 FEET TO A POINT; THENCE RUN SOUTH 03°09'48" EAST FOR A DISTANCE OF 11.65 FEET TO A POINT; THENCE RUN
SOUTH 01'09'02" EAST FOR A DISTANCE OF 15.85 FEET TO A POINT; THENCE RUN SOUTH 12'04'14" WEST FOR A DISTANCE OF 9.95
FEET TO A POINT; THENCE RUN NORTH 72°05'34" EAST FOR A DISTANCE OF 38.19 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 47.35 FEET, A CENTRAL ANGLE OF 18°43'59", A CHORD BEARING OF NORTH 57°02'10" EAST AND A CHORD
DISTANCE OF 15.41 FEET, FOR AN ARC DISTANCE OF 15.48 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE
RUN NORTH 44°36'53" EAST FOR A DISTANCE OF 103.55 FEET TO A POINT; THENCE RUN NORTH 72'08'26" EAST FOR A DISTANCE OF
16.27 FEET TO A POINT; THENCE RUN NORTH 44°32'47" EAST FOR A DISTANCE OF 11.11 FEET TO A POINT; THENCE RUN NORTH
26°54'40" EAST FOR A DISTANCE OF 117.68 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST;
THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF
60°57'26", A CHORD BEARING OF NORTH 57°23'23" EAST AND A CHORD DISTANCE OF 52.75 FEET, FOR AN ARC DISTANCE OF 55.32
FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 87°52'06" EAST FOR A DISTANCE OF 170.44 FEET TO A POINT; THENCE RUN
NORTH 52°14'12" EAST FOR A DISTANCE OF 15.95 FEET TO A POINT; THENCE RUN NORTH 22°13'53" EAST FOR A DISTANCE OF 4.49
FEET TO A POINT; THENCE RUN NORTH 87°31'41" EAST FOR A DISTANCE OF 126.15 FEET TO A POINT; THENCE RUN SOUTH 46°10'31"
EAST FOR A DISTANCE OF 1.60 FEET TO A POINT; THENCE RUN NORTH 89°38'05" EAST FOR A DISTANCE OF 11.83 FEET TO A POINT;
THENCE RUN NORTH 72°47'44" EAST FOR A DISTANCE OF 16.23 FEET TO A POINT; THENCE RUN NORTH 84°40'30" EAST FOR A
DISTANCE OF 6.44 FEET TO A POINT; THENCE RUN SOUTH 05°19'30" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE RUN
SOUTH 84°40'30" WEST FOR A DISTANCE OF 5.40 FEET TO A POINT; THENCE RUN SOUTH 72°47'44" WEST FOR A DISTANCE OF 10.60
FEET TO A POINT; THENCE RUN SOUTH 76°00'27" EAST FOR A DISTANCE OF 208.30 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF
20.00 FEET, A CENTRAL ANGLE OF 26°05'14", A CHORD BEARING OF SOUTH 62°57'50" EAST AND A CHORD DISTANCE OF 9.03 FEET,
FOR AN ARC DISTANCE OF 9.11 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 49°55'13" EAST FOR A DISTANCE OF 16.74
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN ALONG THE ARC OF SAID
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 10.10 FEET, A CENTRAL ANGLE OF 43°00'18", A CHORD BEARING OF SOUTH
71°25'22" EAST AND A CHORD DISTANCE OF 7.40 FEET, FOR AN ARC DISTANCE OF 7.58 FEET TO A POINT OF TANGENCY; THENCE
RUN NORTH 87°04'29" EAST FOR A DISTANCE OF 210.48 FEET TO A POINT; THENCE RUN SOUTH 67°31'43" EAST FOR A DISTANCE OF
29.71 FEET TO A POINT; THENCE RUN SOUTH 61°35'58" EAST FOR A DISTANCE OF 4.84 FEET TO A POINT ON THE NEXT DESCRIBED
NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE
RIGHT HAVING A RADIUS OF 22.57 FEET, A CENTRAL ANGLE OF 47°48'49", A CHORD BEARING OF NORTH 61'49'36" EAST AND A
CHORD DISTANCE OF 18.30 FEET, FOR AN ARC DISTANCE OF 18.84 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 85°44'01"
EAST FOR A DISTANCE OF 7.42 FEET TO A POINT; THENCE RUN SOUTH 04°15'59" EAST FOR A DISTANCE OF 10.00 FEET TO A POINT;
THENCE RUN SOUTH 85°44'01" WEST FOR A DISTANCE OF 7.42 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO
THE SOUTHEAST; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 12.57 FEET, A CENTRAL
ANGLE OF 56°55'05", A CHORD BEARING OF SOUTH 57'16'28" WEST AND A CHORD DISTANCE OF 11.98 FEET, FOR AN ARC DISTANCE
OF 12.49 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 03°05'28" EAST FOR A DISTANCE OF
165.12 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN
ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 11.40 FEET, A CENTRAL ANGLE OF 33°24'55", A
CHORD BEARING OF SOUTH 21'23'09" EAST AND A CHORD DISTANCE OF 6.55 FEET, FOR AN ARC DISTANCE OF 6.65 FEET TO A POINT
ON THE NEXT DESCRIBED NON -TANGENT LINE; THENCE RUN SOUTH 37°51'26" EAST FOR A DISTANCE OF 47.67 FEET TO A POINT;
THENCE RUN SOUTH 22°46'35" WEST FOR A DISTANCE OF 11.47 FEET TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 32,461
SQUARE FEET, MORE OR LESS.
SAID EASEMENT LYING AND BEING IN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST,
CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PRPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 47 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B.• N.A.
el a �c/ ;tryiv /iv
MARK STEVEN ,JOHNSQN,' PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK F.P.L. DISTRIBUTION
NOTE:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 88°08'18" EAST) ALONG THE SOUTH LINE OF THE
NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA.
2. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR
AND MAPPER.
3. PURSUANT TO THAT CERTAIN "NOTICE OF OFFICIAL VACATION AND CLOSURE OF PLATTED RIGHTS OF WAY," RECORDED IN OFFICIAL
RECORDS BOOK 33916, PAGE 2611, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, CERTAIN PLATTED, BUT UNIMPROVED,
RIGHTS OF WAY WITHIN THE LIMITS OF THE HEREIN DESCRIBED LANDS HAVE BEEN CLOSED, VACATED, AND DISCONTINUED FROM PUBLIC
USE.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
SCHWEBKE SHISKIN + ASSOCIAT
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 4 701O
PR PARED UNDER MY SUPEPVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 48 OF 48 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
ett a /iv
MARK STEVEN ,JOHNSON': PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\OVERALL FPL 20257021.DWG
SCALE: 1 "=500'
N
N88'49'41 "E 251.82'
50.00'
POINT OF
COMMENCEMENT
SOUTHWEST CORNER,
NORTHEAST 1/4,
SECTION 32-53-41
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK STADIUM
MIAMI—DADE COUNTY TAX FOLIO NO. 01-3132-000-0095
EXHIBIT "A"
NORTH LINE,
N.E. 1/4,
SECTION
32-53-41
N87'24'21 "E 1024.18'
S02'35'39"E 53.41'
POINT OF
BEGINNING
SEE DETAIL
SHEET 2
N.W. 17th STREET SNOT OPEN)
25 1
y 4 L=337.81' A=41'1052 1 1 24 1 r___1_--1L1 8
- i - R=470.00' CH.D.=330.59' 10 I 23_1 1 9 1 20 I6r---
w 10 •_CH.B.=N24'00'32"W --+--- 1 r----1---7MI 9
--- 1 it 1 22 10 11---�
19
2 I I -10 -1 19- I F -12-T---------71 10
NORMIIAMII FREEDOMOUNDARY LINE
PARK
�FLORIDA POWER &
LIGHT COMPANY
VAULT ROOM
EASEMENT
11.111 I 28 w 1 I 32 1 L —
I_ j I 1
1-+-32 2 127 __Ja1 2 1 31 I 2 27
2 31 J--
I INI
_ _30 1 .1 3 _ 26 1Lr 3 1 30_ LeJeune Garden 3
----Ise —T— Estates Section 4
4 T 22 1z1- 4 I 25 I ,I 4 �_29__ Plat Book 44, __-
-4--- i---+--- izL 5 _ 1 28 Page 23 5
I 28 t_28___
--
__I I 5 �„.�1' -24-� I s 1-27- 1 I 6 1 23 I r 6--
_1_27_ 1 'O.
k� 23 1 1---- I --� 1
26 J �fl��'- 22 8 - -25--1 I 7 22 I�r -
-1zl 7
I -- ----1 B I 21 15r---
Z --t-= tt9g� 12 - -17- I I /4 I 19 �L--- F--- I I
- 14 I 19 4. - 116 Y s I -131 13 I 16 I 1 1.
is I ,8 I `Ls,-15 NO0'53'1U7"W159.96' j?r-14 I 15 r 7
ii D 1 N.W. 14th S1REE_f
r N88'08'18"E 649.34'
00'53'17"W 45.01' o
0
c'4 N
THE SEAL APPEARING ON THIS DOCUMENT
N
aIp
cc
w
wLAJ
O
In
N
O
z
11 1
12 I 1 __ 1 1 1-21- > 11 1 18 I
---1 A8. - I 11 -18- 1 r 13 1 20 1al __�---� 1 11
13 I `-d F--- -I L t--- 1tr-/2 I /7
I L_4
--1
1
_J
L-
NORTHEAST CORNER,
SECTION 32-53-41
SOUTH LINE, N.E. 1/4,
SECTION 32-53-41
65.00'
35.00'
R - RADIUS
A - DELTA ANGLE
L - ARC LENGTH
CH.B. - CHORD BEARING
CH.D. - CHORD DISTANCE
WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
LAN D
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
SHEET 1 OF 3 SHEET(S) F.B.: N.A.
SURVEYORS • ENGINEERS • LAND PLANNF
TELEPHONE: (954) 435-7010
PREPARED UNDER MY SUPERVISION:
220392
B-87)
ORDER NO.:
a h/n61?iDATE: 10/23/2025 o
MARK STEVEN ,JOHNSQN;', PRINCIPAL
FLORIDA PROF., LAND SURVEYOR NO. 4775
K:\325341\M1AM7 FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK STADIUM
N87'24'21"E 1024.18'
SCALE: 1"=20'
NOT SUBDIVIDED
NORTHERLY BOUNDARY LINE
MIAMI FREEDOM PARK PROPERTY
N_ NORTH LINE, N.E. 1/4,
SECTION 32-53-41
POINT OF
BEGINNING. N86'16'46"W 26.27'
FLORIDA POWER &
LIGHT COMPANY
VAULT ROOM
EASEMENT
/ / / /
LYING BELOW
ELEVATION 21.00'
N.G.V.D.
S73.0,
NOT SUBDIVIDED
N79°38'55"W 1.07'
N07°02'10"E 4.80'
N79°15'50"W 7.08'
NOT SUBDIVIDED
NOTE:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 88°08'18" EAST) ALONG THE SOUTH LINE OF THE
NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA.
2. AUTHENTIC COPIES OF THIS SKETCH AND LEGAL DESCRIPTION MUST BEAR THE EMBOSSED SEAL OF THE ATTESTING PROFESSIONAL
SURVEYOR AND MAPPER.
3. THIS SKETCH HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON ONLY, THE ATTACHED
CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTIES.
4. THE INTENT OF THIS EASEMENT IS NOT TO ENCUMBER ANY STRUCTURAL COMPONENT OF THE BUILDING.
5. PURSUANT TO THAT CERTAIN "NOTICE OF OFFICIAL VACATION AND CLOSURE OF PLATTED RIGHTS OF WAY," RECORDED IN
OFFICIAL RECORDS BOOK 33916, PAGE 2611, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, CERTAIN
PLATTED, BUT UNIMPROVED, RIGHTS OF WAY WITHIN THE LIMITS OF THE HEREIN DESCRIBED LANDS HAVE BEEN CLOSED,
VACATED, AND DISCONTINUED FROM PUBLIC USE.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 .701O
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
THIS IS NOT A "LAND SURVEY."
DATE: 10/23/2025
SHEET 2 OF 3 SHEET(S) F,B„ N.A.
B-87)
eAct/ii 'Yktym, /0472404v
MARK STEVEN ,JOHNSON, PRINCIPAL
FLORIDA PROF. 'LAND SURVEYOR NO. 4775
K:\325341\MZAM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK STADIUM
FLORIDA POWER & LIGHT COMPANY NORTHWEST VAULT ROOM EASEMENT
LEGAL DESCRIPTION:
AN EASEMENT IN A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32,
TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG THE SOUTH LINE
OF THE NORTHEAST 1/4 OF SAID SECTION 32 N88°08'18"E FOR A DISTANCE OF 649.34 FEET TO A POINT; THENCE RUN
NOO'53'17"W FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE PARALLEL WITH AND 45 FEET NORTH OF THE SOUTH
LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN N00°53'17"W ALONG THE WESTERLY BOUNDARY LINE OF THE
MIAMI FREEDOM PARK PROPERTY, SAID BOUNDARY LINE ALSO BEING A LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE
OF 59.96 FEET TO A POINT; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE
N48°58'49"W FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE, SAID POINT BEARS
S45°24'02"W FROM ITS CENTER; THENCE RUN NORTHWESTERLY ALONG SAID CIRCULAR CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41°10'52" FOR AN ARC DISTANCE OF 337.81 FEET TO A POINT OF
TANGENCY; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE NO3°25'06"W FOR A
DISTANCE OF 623.61 FEET TO A POINT; THENCE RUN NORTHWESTERLY ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS
RIGHT-OF-WAY LINE N07°58'00"W FOR A DISTANCE OF 193.68 FEET TO ITS INTERSECTION WITH A LINE PARALLEL TO AND
50.00 FEET EAST OF THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG THE EASTERLY
RIGHT-OF-WAY LINE OF LE JEUNE ROAD (N.W. 42ND AVENUE) N00°54'35"W FOR A DISTANCE OF 992.21 FEET TO A POINT;
THENCE RUN N88°49'41 "E FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE RUN N70°04'29"E FOR A DISTANCE OF
285.46 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG
THE NORTH OF THE NORTHEAST 1/4 LINE OF SAID SECTION 32 N87°24'21"E FOR A DISTANCE OF 1024.18 FEET TO A POINT;
THENCE RUN AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE S02°35'39"W FOR A DISTANCE OF 53.41 FEET TO THE POINT
OF BEGINNING OF THE FOLLOWING DESCRIBED FLORIDA POWER & LIGHT COMPANY STADIUM VAULT ROOM EASEMENT; THENCE
RUN S16°58'57"W FOR A DISTANCE OF 38.31 FEET TO A POINT; THENCE RUN AT RIGHT ANGLES TO THE LAST DESCRIBED
COURSE S73°01'03"E FOR A DISTANCE OF 34.50 FEET TO A POINT; THENCE RUN AT RIGHT ANGLES TO THE LAST DESCRIBED
COURSE N16°58'57"E FOR A DISTANCE OF 40.50 FEET TO A POINT; THENCE RUN N79°15'S0"W FOR A DISTANCE OF 7.08 FEET
TO A POINT; THENCE RUN N07°02'10"E FOR A DISTANCE OF 4.80 FEET TO A POINT; THENCE RUN N79°38'55"W FOR A
DISTANCE OF 1.07 FEET TO A POINT; THENCE RUN N86°16'46"W FOR A DISTANCE OF 26.27 FEET TO THE POINT OF
BEGINNING. SAID EASEMENT CONTAINS 1,421 SQUARE FEET, MORE OR LESS.
SAID PARCEL LYING GENERALLY BELOW A HORIZONTAL PLANE AT ELEVATION 21.00 FEET, NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (N.G.V.D.29).
SAID EASEMENT IS SUBJECT TO STRUCTURAL COMPONENTS AND FOUNDATION ELEMENTS.
SAID PARCEL LYING AND BEING IN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41
EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 3 OF 3 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
ty4,0-em, 10-4n4047/
MARK STEVEN )O NSQN; PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SCALE: 1 "=500'
N
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER Sc LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK STADIUM
MIAMI—DADE COUNTY TAX FOLIO NO. 01-3132-000-0095
EXHIBIT "A"
N88'49'41 "E 211232LT
•
rn
0
Ci0°'29•c Z8y46
N�
N87'24'21"E 609.46'
w
M▪ N
1" °f•
Vi Si
N
L=128.05' A=12'47.34"
R=573.52' CH.0.=127.79'�
CH.B.=S08'39' 10"E
L=51.64' A=13'32'22"
R=218.52' CH.D.=51.52'
CH.8.=S21'49'08"E
POINT OF
BEGINNING
SEE DETAIL
SHEET 2
NORTH LINE,
N.E. 1/4,
SECTION
32-53-41
NO MIAMR FREEDOM PARK
LINE
PARK
FLORIDA POWER &
LIGHT COMPANY
f VAULT ROOM
EASEMENT
N.W. 17th STREET iNOT OPEN)
-1- 1 1 28 I wr 1 I 32 — 1 L-_ I 28 1
N 1-+-32-ta1----+----Iwr 2 31 1 1 2 I 27 J L--
t° 2 I 31 Iy1 2 1 27 -II
__ ___
C)—+__--1�r 26 I- 3 i 3o LeJeune Garden 3 y
� I o - 1 _3_0—; .1 _---1G----T---- Estates Section 4 4
w in 4 T 29 z 4 I 25 in 4 -29-- Plat Book 44, _--
z N -� 20 j I t---�31----
'I o I _28-1 I 5 «�' -24- FL s T28__ Page 23 5—
a -1-27- 1 r. 'cc� 23 I I-- 6-1-27--I I 6 I 23 I i 6
26 J '6'1 T 22 H 1 7__ _2_6_ I I -- - 22 I�1
- --25- I I r 8 _25_j F-B - -21- j,zr--
24 L=337.81' A=41'10'52" J 1 24 -I �___1___1tl 8
- R=470.00' CH.D.=330.59' 10 I 23 J I 9 I 20 I�r---
_CH.B.=N24'00'32"W --+--- t---7"'I 9
2 I I JO 1_19- I F -1�-T-22--I I 10_19_�ZI 10
�_-_ 12 21 Iwf ---
--r
12 ti I 1 I I 18 I --
---1 A. I 11 1-18- I r /3 I 20 1al--4----1 I 1
3 ` 13 t �`S9R 4--12 - I 17 -I G----1- _�F 12 I 17 I L-=9
S -- I I r ,s I �I 13 I 16 _ 1
POINT OF
COMMENCEMENT
SOUTHWEST CORNER,
NORTHEAST 1/4,
SECTION 32-53-41
14 I -19 9g_ I I 14 I 19 nF---
I 6?
15 +-18 I-1 r .sus, +-
16 I 17
J
/// Y//
r N88'08' 18"E 649.34'
NOO'53'1v7"W 59.96' I z -14 t /5 I l z
J5 j U N.W. 14t�
NOO'53'17"W 45.01'0
O
cJ
N
--1
1
50.00'
L-
NORTHEAST CORNER,
SECTION 32-53-41
la
Iw
w
IN
SOUTH LINE, N.E. 1/4,
SECTION 32-53-41
w*z;
Z\Q I
QwNN
LlZ M
R - RADIUS
A - DELTA ANGLE
L - ARC LENGTH
CH.B. - CHORD BEARING
CH.D. - CHORD DISTANCE
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 .701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
ORDER NO.:
DATE:
SHEET 1 OF 3 SHEET(S) F.B.: N.A.
220392
10/23/2025
B-87)
MARK STEVEN ,JOHNSQN;`' PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MJAMJ FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SCALE: 1"=20'
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK STADIUM
NOT SUBDIVIDED
L=128.05' A=12°47'34"
R=573.52' CH.D.=127.79'
CH.B.=S08'39'10"E
o
•s
�o �
N61°24'41 "E
—(RADIAL)
4.18'
POINT OF
[BEGINNING
II ,nl
o•
NOT SUBDIVIDED
FLORIDA POWER &
LIGHT COMPANY
VAULT ROOM
EASEMENT
LYING BELOW
ELEVATION 21.00'
N.G.V.D.
NOT SUBDIVIDED
NOTE:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 88°08'18" EAST) ALONG THE SOUTH LINE OF THE
NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA.
2. AUTHENTIC COPIES OF THIS SKETCH AND LEGAL DESCRIPTION MUST BEAR THE EMBOSSED SEAL OF THE ATTESTING PROFESSIONAL
SURVEYOR AND MAPPER.
3. THIS SKETCH HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON ONLY, THE ATTACHED
CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTIES.
4. THE INTENT OF THIS EASEMENT IS NOT TO ENCUMBER ANY STRUCTURAL COMPONENT OF THE BUILDING.
5. PURSUANT TO THAT CERTAIN "NOTICE OF OFFICIAL VACATION AND CLOSURE OF PLATTED RIGHTS OF WAY," RECORDED IN
OFFICIAL RECORDS BOOK 33916, PAGE 2611, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, CERTAIN
PLATTED, BUT UNIMPROVED, RIGHTS OF WAY WITHIN THE LIMITS OF THE HEREIN DESCRIBED LANDS HAVE BEEN CLOSED,
VACATED, AND DISCONTINUED FROM PUBLIC USE.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
SURVEYORS • ENGINEERS • LAND PLANN1=F
TELEPHONE: (954) 435 7010
LAND
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
ORDER NO.:
DATE:
SHEET 2 OF 3 SHEET(S) F,B„ N.A.
220392
10/23/2025
B-87)
PREPARED UNDER MY SUPERVISION:
el a c;/ kGtiei v -/%n�x,v
MARK STEVEN JOHNSON,' PRINCIPAL
FLORIDA PROF. LAND -SURVEYOR NO. 4775
K:\325341\MZAM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK STADIUM
FLORIDA POWER & LIGHT COMPANY NORTHWEST VAULT ROOM EASEMENT
LEGAL DESCRIPTION:
AN EASEMENT IN A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32,
TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG THE SOUTH LINE
OF THE NORTHEAST 1/4 OF SAID SECTION 32 N88°08'18"E FOR A DISTANCE OF 649.34 FEET TO A POINT; THENCE RUN
N00°53'17"W FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE PARALLEL WITH AND 45 FEET NORTH OF THE SOUTH
LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN N00°53'17"W ALONG THE WESTERLY BOUNDARY LINE OF THE
MIAMI FREEDOM PARK PROPERTY, SAID BOUNDARY LINE ALSO BEING A LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE
OF 59.96 FEET TO A POINT; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE
N48°58'49"W FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE, SAID POINT BEARS
S45°24'02"W FROM ITS CENTER; THENCE RUN NORTHWESTERLY ALONG SAID CIRCULAR CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41°10'52" FOR AN ARC DISTANCE OF 337.81 FEET TO A POINT OF
TANGENCY; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE NO3°25'06"W FOR A
DISTANCE OF 623.61 FEET TO A POINT; THENCE NORTHWESTERLY ALONG SAID BOUNDARY LINE AND LIMITED ACCESS
RIGHT-OF-WAY LINE N07°58'00"W FOR A DISTANCE OF 193.68 FEET TO ITS INTERSECTION WITH A LINE PARALLEL TO AND
50.00 FEET EAST OF THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG THE EASTERLY
RIGHT-OF-WAY LINE OF LE JEUNE ROAD (N.W. 42ND AVENUE) N00°54'35"W FOR A DISTANCE OF 992.21 FEET TO A POINT;
THENCE RUN N88°49'41 "E FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE RUN N70°04'29"E FOR A DISTANCE OF
285.46 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG
THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32 N87°24'21"E FOR A DISTANCE OF 609.46 FEET TO A POINT;
THENCE RUN S02°55'37"E FOR A DISTANCE OF 508.92 FEET TO A POINT; THENCE RUN N87°03'24"W FOR A DISTANCE OF 4.09
FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CURVE CONCAVE TO THE EAST; THENCE RUN SOUTHERLY ALONG
THE ARC OF A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 573.52 FEET, A CENTRAL ANGLE OF 12°47'34", A CHORD
DISTANCE OF 127.79 FEET AND A CHORD BEARING OF S08°39'10"E, FOR AN ARC DISTANCE OF 128.05 FEET TO A POINT OF
COMPOUND CURVATURE; THENCE RUN SOUTHERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF
218.52 FEET, A CENTRAL ANGLE OF 13°32'22", A CHORD DISTANCE OF 51.52 FEET AND A CHORD BEARING OF S2149'08"E,
FOR AN ARC DISTANCE OF 51.64 FEET TO A POINT; THENCE RUN RADIAL TO THE LAST DESCRIBED CURVE N61°24'41"E FOR A
DISTANCE OF 4.18 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED FLORIDA POWER & LIGHT COMPANY
STADIUM VAULT ROOM EASEMENT; THENCE RUN S28°00'34"E FOR A DISTANCE OF 17.67 FEET TO A POINT; THENCE RUN
S39°22'55"E FOR A DISTANCE OF 29.15 FEET TO A POINT; THENCE RUN N50°37'05"E FOR A DISTANCE OF 40.00 FEET TO A
POINT; THENCE RUN N39°22'55"W FOR A DISTANCE OF 25.16 FEET TO A POINT; THENCE RUN N28°00'33"W FOR A DISTANCE
OF 13.69 FEET TO A POINT; THENCE RUN S61°59'27"W FOR A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING. SAID
EASEMENT CONTAINS 1,713 SQUARE FEET, MORE OR LESS.
SAID PARCEL LYING GENERALLY BELOW A HORIZONTAL PLANE AT ELEVATION 21.00 FEET, NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (N.G.V.D.29).
SAID EASEMENT IS SUBJECT TO STRUCTURAL COMPONENTS AND FOUNDATION ELEMENTS.
SAID PARCEL LYING AND BEING IN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41
EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
r
SS
A
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 701O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 3 OF 3 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
ty4,0-em, 10-4n4047/
MARK STEVEN )OHNSQN; PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SCALE: 1 "=500'
N
65.
FLORIDA POWER &
LIGHT COMPANY
VAULT ROOM
EASEMENT
N.W. 17th STREET iNOT OPEN)
FPOINT OF j 1
2 I -31- i 1 BEGINNINGJQi 2
_+___•r SEE DETAIL - 1tr
I -30_ �1 SHEET 2 ��� --
T 29tar 4 1 25 1 ,1 4
4-4-__J�1-t----13r"--
I 28 1�r 5 „y�' 24 IZL 5
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK PARKING GARAGE
MIAMI-DADE COUNTY TAX FOLIO NO. 01-3132-000-0105
EXHIBIT "A"
LLJ
M a,
Z�
1 - + 32
___ - 1 8 I O ---
y 74L=337.81' A=41'10'52" 1 1 24 -I r___J.---it1 8
m , --�R=470.00' CH.0.=330.59' 70 I 23 1 9 1 20 IZI----
w 10 I __CH.8.=N24'00'32"W --+--- 1 r----�---7"'I 9
a J 11 I 2 I I 10 1 19 -11 - I _2_2_ 10 I 19 13_--�
` I I----1---1 1 12 T 21 Iwr----7z1 10
N 12 ti I -1--- > J1 I 18 1 --�
isg -I 1 it 18 I r 1 lal -F
13 1 1---- ---1 1----t—-
POINT OF
COMMENCEMENT
SOUTHWEST CORNER,
NORTHEAST 1/4,
SECTION 32-53-41
--r
NORTH LINE,
N.E. 1/4,
SECTION
32-53-41
NORTHERLY IFREEDOM BOUNDARYLINE
I
1 , � r
I 32 1 L-- I 2B- J I 1 -
-+---1 I 2 -1 27 1 1 2
I 31 I I I J L___
30_ LeJeune Garden 3_
- T - - Estates Section 4
— Plat Plat Book 44, ___-
- I 2B - Page 23 5
--1-27--I 1 6 I 23 i 6--
- 104 23
- 25 Iky4�l 22 r 25 , 1 7--22-�Zr
- - 5 21 r
3 --t—R9 12 1 17 13 1 29 IMj _12 — F-17— 1 1-- _�
,a , __�--- I I 14
I I
16 I Y s 1 ,0 1*� —13— 1 16 J 1 12 1
- NO0'53'17'W 59.96' 1 14 I 15 1 1 1`_ 1
15 j N.W. 14t�
1I18 1 6?
5 +---1 I •S�.
16 I 17
L ///
r N88'08' 18"E 649.34'
NO0'53'17"W 45.01'0
0
0
L_
NORTHEAST CORNER,
SECTION 32-53-41
I
Iw
w
I.r
M
SOUTH LINE, N.E. 1/4,
SECTION 32-53-41
w*z;
z\Q
- U M
Q w Lu
N
L�7 Z r7
R - RADIUS
A - DELTA ANGLE
L - ARC LENGTH
CH.B. - CHORD BEARING
CH.D. - CHORD DISTANCE
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SS
A
SCHWEBKE SHISKIN + ASSOCIATE
SURVEYORS • ENGINEERS • LAND PLANN1=F
TELEPHONE: (954) 435 .7010
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
LAND
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025
THIS IS NOT A "LAND SURVEY."
DATE: 10/23/2025
SHEET 1 OF 3 SHEET(S) F.B.: N.A.
B-87)
ett a C/ h / v /%n�x,v
MARK STEVEN ,JoHNSQN, PRINCIPAL
FLORIDA PROF., LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
N1
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY VAULT ROOM EASEMENT
MIAMI FREEDOM PARK PARKING GARAGE
SCALE: 1 "=20'
N86'34'54"E 193.92'
LOT 1
BLOOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
NOT SUBDIVIDED
N.W. 17th STREET
N86'58'52'E 84.04'
— FLORIDA POWER & LYING BELOW
LIGHT COMPANY ELEVATION 21.00'
VAULT ROOM N.G.V.D.
EASEMENT
POINT OF
BEGINNING
S86'58'52'W 84.04'
LOT 32
BLOOCK 1
LEJEUNE GARDEN
ESTATES SECTION 4
PLAT BOOK 44,
PAGE 23
NOTE:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 88°08'18" EAST) ALONG THE SOUTH LINE OF THE
NORTHEAST ONE —QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI—DADE COUNTY, FLORIDA.
2. AUTHENTIC COPIES OF THIS SKETCH AND LEGAL DESCRIPTION MUST BEAR THE EMBOSSED SEAL OF THE ATTESTING PROFESSIONAL
SURVEYOR AND MAPPER.
3. THIS SKETCH HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON ONLY, THE ATTACHED
CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTIES.
4. THE INTENT OF THIS EASEMENT IS NOT TO ENCUMBER ANY STRUCTURAL COMPONENT OF THE BUILDING.
5. PURSUANT TO THAT CERTAIN "NOTICE OF OFFICIAL VACATION AND CLOSURE OF PLATTED RIGHTS OF WAY," RECORDED IN
OFFICIAL RECORDS BOOK 33916, PAGE 2611, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA, CERTAIN
PLATTED, BUT UNIMPROVED, RIGHTS OF WAY WITHIN THE LIMITS OF THE HEREIN DESCRIBED LANDS HAVE BEEN CLOSED,
VACATED, AND DISCONTINUED FROM PUBLIC USE.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
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SCHWEBKE S HIS K I N + ASSOCIATE
LAND SURVEYORS • ENGINEERS • LAND PLANNF
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 .1010
PREPARED UNDER MY SUPERVISION:
ORDER NO.: 220392
THIS IS NOT A "LAND SURVEY."
DATE: 10/23/2025
SHEET 2 OF 3 SHEET(S) F.B.: N.A.
B-87)
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MARK STEVEN ,JOHNSQN,'' PRINCIPAL
FLORIDA PROF. LAND SURVEYOR NO. 4775
K:\325341\MZAM' FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
FLORIDA POWER & LIGHT COMPANY EASEMENT
MIAMI FREEDOM PARK PARKING GARAGE
FLORIDA POWER & LIGHT COMPANY PARKING GARAGE VAULT ROOM EASEMENT
LEGAL DESCRIPTION:
BEING PORTIONS OF BLOCK 1 AND A PORTION OF FORMER N.W. 17TH STREET, "LEJEUNE GARDENS ESTATES SECTION 4", ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, PAGE 23, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA,
LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI,
MIAMI-DADE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN ALONG THE SOUTH LINE
OF THE NORTHEAST 1/4 OF SAID SECTION 32 N88°08'18"E FOR A DISTANCE OF 649.34 FEET TO A POINT; THENCE RUN
N00°53'17"W FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE PARALLEL WITH AND 45 FEET NORTH OF THE SOUTH
LINE OF THE NORTHEAST 1/4 OF SAID SECTION 32; THENCE RUN N00°53'17"W ALONG THE WESTERLY BOUNDARY LINE OF THE
MIAMI FREEDOM PARK PROPERTY, SAID BOUNDARY LINE ALSO BEING A LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE
OF 59.96 FEET TO A POINT; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE
N48°58'49"W FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE, SAID POINT BEARS
S45°24'02"W FROM ITS CENTER; THENCE RUN NORTHWESTERLY ALONG SAID CIRCULAR CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41°10'52" FOR AN ARC DISTANCE OF 337.81 FEET TO A POINT OF
TANGENCY; THENCE RUN ALONG THE SAID BOUNDARY LINE AND LIMITED ACCESS RIGHT-OF-WAY LINE NO3°25'06"W FOR A
DISTANCE OF 497.62 FEET TO A POINT; THENCE RUN AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE N86°34'54"E FOR A
DISTANCE OF 193.92 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED FLORIDA POWER & LIGHT COMPANY
PARKING GARAGE VAULT ROOM EASEMENT; THENCE RUN NO3°01'08"W FOR A DISTANCE OF 19.75 FEET TO A POINT; THENCE
RUN N86°58'52"E FOR A DISTANCE OF 84.04 FEET TO A POINT; THENCE RUN S03°01'08"E FOR A DISTANCE OF 19.75 FEET
TO A POINT; THENCE RUN S86°58'52"W FOR A DISTANCE OF 84.04 FEET TO THE POINT OF BEGINNING. SAID EASEMENT
CONTAINS 1,660 SQUARE FEET, MORE OR LESS.
SAID PARCEL LYING GENERALLY BELOW A HORIZONTAL PLANE AT ELEVATION 22.83 FEET, NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (N.G.V.D.29).
SAID EASEMENT IS SUBJECT TO STRUCTURAL COMPONENTS AND FOUNDATION ELEMENTS.
SAID PARCEL LYING AND BEING IN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41
EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
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A
LAND SURVEYORS • ENGINEERS • LAND PL
2844 CORPORATE WAY, MIRAMAR, FLORIDA 33025 TELEPHONE: (954) 435 7O1O
PREPARED UNDER MY SUPERVISION:
THIS IS NOT A "LAND SURVEY."
SHEET 3 OF 3 SHEET(S)
ORDER NO.: 220392
DATE: 10/23/2025
F.B..• N.A.
ty4,0-em, 10-4n4047/
MARK STEVEN )O NSQN; PRINCIPAL
FLORIDA PROF: LAND SURVEYOR NO. 4775
K:\325341\MIAMI FREEDOM PARK\SKETCH LEGALS\FPL\DWG\FPL VAULT ROOMS 20251030.DWG