HomeMy WebLinkAboutExhibit ASKETCH TO ACCOMPANY LEGAL DESCRIPTION
i
i
SCALE: 1 "=500'
50.00'
ti
U
U
POINT OF
COMMENCEMENT
Southwest Corner,
Northeast 1/4,
Section 32-53-41
POINT OF BEGINNING
N87"24'21 'E 609.46'
N70"04 29'E 285.46'
N88"49'41 'E 251.82'
N0255'37"W 508.92'
1N
a, S8703 24 "W 4.09
1.
L=128.05' d=12°4734"
in
R=573.52' CH.D. = 1 27. 79'
CH. B.=N08"39'10"W
to
L=177.36' 4=46°30'17"
R=218.52' CH.D.=172.54'
CH.B.=N38"18'05'W
N07°58'00 "W
193.68' L=263.54' 4=2755'46"
R=658.52' CH.D. =261.78 '
CH.B.=N73'01 '06 "W
N.W. 17th STREET
1--- 1 1 -1 28 1
32 �w1 1 28 �I 1 - 1 1
W -- 1 + - I I 2 27 1 2 1 I
+--- T IWI
�1 2 27 2 I 31 I L-------L L---1 I
2 31 ¢ ¢1 __-+ 1 1
0 Z11 3 26 24o1_ 3 1 30 J L-3 -- 26 WZ 3
v5 4 25 z1 4 ��
X 29 21IZ 4 -2-25- /1 .w 4 29-2 L---- ��
Z 8 1 1 5 24 ¢ 5
28 XZ1 5 24 4 -c1- z
-T 27 T---- 1 6 27
- 6 23 m 1 64/5
I 6 I I 6 1 23 1 H--- 1 "
26 ! -1 1 674 22 3
22 8 3 25_JW ---- z1 7 Jl o
�L=33781' 4=41"JO'S2" 9 24 ¢ o
`r LeJeune Garden 1 1 m
R=470.00' CH.D.=330.59' 10 23_ 1� Estates Section 4 II 1 n,
CH.B.=N24"oo32'w 77 22 I r Plat Book 44, 1
2 1 1 10 1 79 I H T 2Z I\
1 1 12 27 Page 23
8 7,3 20 F- 4 B 1 17 I
- T-- 1 1 T---t---- 12 Ip77 1
12 17 14 1 79_�----Z�-- 11
76 15 78 13 I'-16 - - 7
N87"24'21 'E 392.40'
North Line, NE 1/4,
7
Section 32-53-41
S71'24'19'E 146.44'
L=17736'
A=46'30'17"
R=218.52'
CH.D.=172.54'
CH.B. =538' 18'05'E
L=641.24' 4=64°03'41 "
R=573.52' CH.D. =608.36 '
CH. B.=S16'58'54'W
L=177.36' A=46"30'17"
R=218.52' CH.D.=172.54'
CH.B.=572"15'52 "W
2N88'08'18'E 649.34'
15 �� o� l 5 >
NN14th T EET
NO0'53' 17 "W 45. 01 '
CN
N
This submittal needs to be scheduled fora public hearing
In accordance whh timelines set forth in the City of
Miami Cede. The applies de decision -making body NOR
redew the information at the public hearing to render a
recommendation or a final decla on.
i
South Line, N.E. 1/4,
Section 32-53-41
Note:
1. The bearings shown hereon relate to an assumed bearing (North 8808'18" 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.
PZ-22-14684
06/28/22
65.00'
35.00'
R — Radius
A — Delta Angle
L — Arc Length
Ch.B. — Chord Bearing
Ch.D. — Chord Distance
� 1
A SCHWEBKE SHISKIN + ASSOCIATES
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
SS
ORDER NO• 214269
THIS IS NOT A "LAND SURVEY."
DATE: 10/11/2021
SHEET OF SHEET(S) F B • N.A.
(LB-87)
K:725341 \MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\ DWG\ EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 20211011.DWG
PU$//
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
LEGAL DESCRIPTION:
A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32,
RANGE 41 EAST SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
'-N to
NOTICE
This submittal needs to be scheduled fora pubic hearing
In accordance wM1h timelines set forth in the City of
Miami Code. The applica decision -making body will
renew the information al the pubic hearing to render a
recommendation or a final decision.
.7�
PZ-22-14684
06/28/22
44-
1 Ew COVE
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; 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 649.34 FEET TO A POINT,. THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A
LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE SAID SOUTH LINE OF THE NORTHEAST
ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF N.W. 42ND
AVENUE (LEJEUNE ROAD) THE FOLLOWING FIVE (5) COURSES; (1) THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 59.96
FEET TO A POINT,. (2) THENCE RUN NORTH 48°58'49" WEST FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED
CIRCULAR CURVE CONCAVE TO THE NORTHEAST; (3) THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 470.00 FEET A CENTRAL ANGLE OF 41'10 52'; A CHORD LENGTH OF 330.59 FEET ALONG A CHORD BEARING
OF NORTH 24'00'32" WEST FOR A DISTANCE OF 337.81 FEET TO A POINT OF TANGENCY;; (4) THENCE RUN NORTH 03°25'06" WEST
FOR A DISTANCE OF 623.61 FEET TO A POINT; (5) THENCE RUN NORTH 07°58'00" WEST FOR A DISTANCE OF 193.68 FEET TO A
POINT ON A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST
ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT
RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 00°54'35" WEST FOR A
DISTANCE OF 992.21 FEET TO A POINT; THENCE RUN NORTH 88°49'41 " EAST FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE
RUN NORTH 70°04 29" EAST FOR A DISTANCE OF 285.46 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 32; THENCE RUN
ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 87°24 21 " EAST FOR A DISTANCE OF 609.46 FEET TO THE POINT OF
BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE CONTINUE ALONG THE NORTH LINE OF SAID SECTION 32, NORTH
8724 21 " EAST FOR A DISTANCE OF 392.40 FEET TO A POINTTHENCE RUN SOUTH 7124'19" EAST FOR A DISTANCE OF 146.44
FEET TO A POINT ON A NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN SOUTHEASTERLY ALONG THE
ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 658.52 FEET, A CENTRAL ANGLE OF 10:30'38'; A CHORD LENGTH
OF 120.63 FEET AND A CHORD BEARING OF SOUTH 66°48'32" EAST, FOR AN ARC DISTANCE OF 120.80 FEET TO A POINT OF
COMPOUND CURVATURE; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF
218.52 FEET, A CENTRAL ANGLE OF 46:30'17'; A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF SOUTH 38°18'05" EAST,
FOR AN ARC DISTANCE OF 177.36 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN SOUTHERLY ALONG THE ARC OF A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 573.52 FEET, A CENTRAL ANGLE OF 64 03'41 '; A CHORD LENGTH OF 608.36
FEET AND A CHORD BEARING OF SOUTH 16 58'54 " WEST, FOR AN ARC DISTANCE OF 641.24 FEET TO A POINT OF COMPOUND
CURVATURE; THENCE RUN WESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 218.52 FEET, A
CENTRAL ANGLE OF 46°30'17', A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF SOUTH 727552" WEST, FOR AN ARC
DISTANCE OF 177.36 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN WESTERLY ALONG THE ARC OF A CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS OF 658.52 FEET A CENTRAL ANGLE OF 22 55'46'; A CHORD LENGTH OF 261.78 FEET AND A
CHORD BEARING OF NORTH 73 01 '06 " WEST, FOR AN ARC DISTANCE OF 263.54 FEET TO A POINT OF COMPOUND CUR VA TURE;;
THENCE RUN NORTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 218.52 FEET, A CENTRAL
ANGLE OF 46°30'17', A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF NORTH 3878'05" WEST FOR AN ARC DISTANCE
OF 177.36 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN NORTHERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE
RIGHT, HAVING A RADIUS OF 573.52 FEET, A CENTRAL ANGLE OF 12°47'34', A CHORD LENGTH OF 127.79 FEET AND A CHORD
BEARING OF NORTH 0839'10" WEST FOR AN ARC DISTANCE OF 128.05 FEET TO A POINT; THENCE RUN SOUTH 87°0324" WEST FOR
A DISTANCE OF 4.09 FEET TO A POINT; THENCE RUN NORTH 0255'37" WEST FOR A DISTANCE OF 508.92 FEET TO THE POINT OF
BEGINNING; CONTAINING 547,554 SQUARE FEET MORE OR LESS OR 12.570 ACRES MORE OR LESS.
NOTE:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 8808'18" 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.
l
J
SS
A SCHWEBKE SHISKIN + ASSOCIATES
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
(LB -87)
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
THIS IS NOT A "LAND SURVEY."
ORDER NO •
DATE -
SHEET OF SHEET(S) F B • N.A.
214269
10/11/2021
K\32534I \MELREESE GOLF COURSE\SKE7CH LEGAL\REZONINC\DWC\EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 202I1011.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
SCALE: 1"=500'
PO/NT OF
BEG7NN/NG
N8724 21 T 117.47'
N70'04 29T 285.46'
N88'49'41t
251.82'
50.00'
\� I
�i h • 1 I 32 �_r 1 I 28 - jj� 1 i 32 1 r-- I 7-2-71 L
ZN-+----1 1----t----�2r---+--- 1 2 I P7 1 L pJ -
a.) . 2 1 31 1.1 2 _1_27_JQI _2 _ 1 31_ 1 L I I I
.G c �--+----I r 3 I 26 !sr 3_ I _3_0_, 1 3 I 26 J L 3-1
�.0 ,7 1$. - 1 30-1 I __ --- 1�1 4 T 29 I I 4 1 25 1�1 4 I
oV.i 2 �.4--29-J31 4-1---
�r---_-- 1---1---A1---
W I it) 1 28 1r I II L 5_ 1 28 J I 5 1 24 1-.1 5-
> 5 24 t--- 1---A I
N -T--1 I -�---� I 6 _27 1--- 1 23 ICE
- +-27- 1 r 6 1 23 1 1 7 1 26 1 F-6 - -♦"'1
�6 1 ---H I -1 , 22 13r
25 I' 7 22 I r 8 25� F--- , ---ZI 7
v)cri 1 W - ----L=337.81'd=41'10'52' 1 24 1=r LeJeune Gorden 1
9 T- 4 R=470.00' CH.D.=330.59',o 1 23 J� 1 Estates Section 4- I
°' Q _ 10 _23_CN.a=N24'00'32'w --+--- 1"'t
Q �, 13, 1, 2- J 1 10 11 1 22 �31 Plot Book 44, 1
'_ I -19_ 1 F----T---
1.3 .* v • 12 I 1--_-T -I I 12 _1_21 _ I Page 23 1
.-- C; 2 ._ 13 I�•.9 I- 11 i 18 - I- 13-t-20-1 i li 12 1 17 1 L 11-1
v 14 j Jg _ 12 _1_171 r /4 i 19 1 F 13 I 16 1 1/ 1
,5 1' fa 1 ` �1-15 16 �I 1 76 I i7 1 1 14 I 15
/�, POINT N005317'W 599s �__ _L � _J L-
COMMENCEMENT _ N.W. 14th STREET
Southwest Corne,
N8724 21
491.99'
L=20806' d=62'44'26'
R=190.00' CN.D.=197.82'
CN.B.=N38'42'14t
NO720'01.£ 167.35'
N0T58'00'W
193.68'
North Line, NE 1/4,
Section 32-53-41
N8724 21 t 351.42'
POIn t "A „N8T24'21'E 958.69'
PANT OF
50r55'37T BEGINNING
150.97'
N0Y01'06'W 244.78'
586'58'54 V 346.60'
S0152'58'r 242.22'
Northeast 1/4,
Section 32-53-41
N.W. 17th STREET
N88'08'18 E 649.34'
u-i
N00'53'17'11 45.01'
R,
Note:
1. The bearings shown hereon relate to an assumed bearing (North 8808'18" 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.
This submittal needs to be echeau lee fora pubic hearing
In accordance whh timelines set forth in the City of
Miami Cede. The applies de decision -making body will
rodew the information at the pubic hearing to render a
recommendation or a final decla on.
PZ-22-14684
06/28/22
65.00'
35.00'
South Line, N.E. 1/4,
Section 32-53-41
R - Radius
- Delta Angle
L - Arc Length
Ch.B. - Chord Bearing
Ch.D. - Chord Distance
SS
A SCHWEBKE SHISKIN + ASSOCIATES
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
(LB-87)
THIS IS NOT A "LAND SURVEY."
ORDER NO• 214269
DATE• 10/11/2021
SHEET _ OF _ SHEET(S) F B • N.A.
K:\525541\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\EXHIBITS OCT 2021\PARCEL EXHIBIT LEGALS 20211011.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
This submittal needs to be scheduled for a puboc hearing
In accordance whh timelines set forth in the City of
Miami Code. The applies de decision -making body will
review the information at the pubc hearing to render a
recommendation or a final decla on.
PZ-22-14684
06/28/22
LEGAL DESCRIPTION:
A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH,
RANGE 41 EAST, SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; 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 649.34 FEET TO A POINT; THENCE RUN NORTH 00'53'17" WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A
LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES T0, THE SAID SOUTH LINE OF THE NORTHEAST
ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF N.W. 42ND
AVENUE (LEJEUNE ROAD) THE FOLLOWING FIVE (5) COURSES; (1) THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 59.96
FEET TO A POINT;; (2) THENCE RUN NORTH 48°58'49" WEST FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED
CIRCULAR CURVE CONCAVE TO THE NORTHEAST,. (3) THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41'10'52'; A CHORD LENGTH OF 330.59 FEET ALONG A CHORD BEARING
OF NORTH 24'00'32" WEST, FOR A DISTANCE OF 337.81 FEET TO A POINT OF TANGENCY,. (4) THENCE RUN NORTH 03°25'06" WEST
FOR A DISTANCE OF 623.61 FEET TO A POINT; (5) THENCE RUN NORTH 07°58'00" WEST FOR A DISTANCE OF 193.68 FEET TO A
POINT ON A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST
ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT
RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 00'54'35" WEST FOR A
DISTANCE OF 992.21 FEET TO A POINT; THENCE RUN NORTH 88°49'41 " EAST FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE
RUN NORTH 70°04 29" EAST FOR A DISTANCE OF 285.46 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 32; THENCE RUN
ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 87°24'21 " EAST FOR A DISTANCE OF 117.47 FEET TO THE POINT OF
BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE CONTINUE ALONG THE NORTH LINE OF SAID SECTION 32, NORTH
87'24 21 " EAST FOR A DISTANCE OF 491.99 FEET TO A POINT HEREINAFTER KNOWN AS POINT 'A';. THENCE RUN SOUTH 02 55 37"
EAST FOR A DISTANCE OF 150.97 FEET TO A POINT, THENCE RUN SOUTH 72 00'10" WEST FOR A DISTANCE OF 1164.70 FEET TO A
POINT; THENCE RUN NORTH 0720'01" EAST FOR A DISTANCE OF 16735 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 190.00 FEET, A CENTRAL ANGLE OF 62°44 26'; A CHORD LENGTH OF 19782 FEET AND A CHORD BEARING OF NORTH
38 42'14" EAST, FOR AN ARC DISTANCE OF 208.06 FEET TO A POINT, THENCE RUN NORTH 70°04 27" EAST FOR A DISTANCE OF
492.97 FEET TO THE POINT OF BEGINNING; CONTAINING 272,515 SQUARE FEET MORE OR LESS OR 6.256 ACRES MORE OR LESS.
TOGETHER WITH.
COMMENCE AT THE AFOREMENTIONED POINT 'A'; THENCE RUN ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 87'24 21 " EAST
FOR A DISTANCE OF 958.69 FEET TO THE POINT OF BEGINNING B" OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE
CONTINUE ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 87°24 21 " EAST FOR A DISTANCE OF 351.42 FEET TO A POINT;
THENCE SOUTH 01'52'56" EAST FOR A DISTANCE OF 242.22 FEET; THENCE SOUTH 86°58'54" WEST FOR A DISTANCE OF 346.60 FEET
TO A POINT; THENCE NORTH 03°01 '06" WEST FOR A DISTANCE OF 244.78 FEET TO THE POINT OF BEGINNING B'; CONTAINING
84,978 SQUARE FEET MORE OR LESS OR 1.951 ACRES MORE OR LESS.
NOTE.:
1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 8808'18" 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.
J
SS
A SCHWEBKE SHISKIN + ASSOCIATES (LB-87)
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
ORDER NO• 214269
THIS IS NOT A "LAND SURVEY."
DATE• 10/11/2021
SHEET OF SHEET(S) F B • N.A.
K\32534I \MELREESE GOLF COURSE\SKE7CH LEGAL\REZONINC\DWC\EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 202I1011.DWG
PU$/L
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
N8724 21 E 117.47'
N70'04 29 E 285.46'
N88'49'41 E
251.82'
50.00'
SCALE: 1"=500'
50.00
POINT OF
BEGINNING
POINT OF
COMMENCEMENT
Southwest Corner,
Northeast 1/4,
Section 32-53-41
O
,
o�
S02'5537"E
357.95'
L=208.06' d=62°44 26"
R=190.00' CH.D.=197.82'
CH.B.=S38'42'14"W
S0720'01 W 167.35'/'
L=128/.05' d=12'4734"/
R=573.52' CH.D.=127.79'
CH.B.=S08'39'10 E
L=177.36' d=46'30'17"
R=218.52' CH.D.=172.54'
CH.B.=S38'18'05 E
L 2..5, .-2 54
6
•
8
2 I ▪ „1 2 ▪ 7
C .B-S
= 6 . 8'
8
S
0°
2.
-North Line,
NE 1/4,
Section
32-53-41
Nu/24 21 E 566.28'
3
-
Nit°°°
3
4- W 1�
L=106.97' d=13'02'27"
1 R=470.00' CH.D.=106.74'
CH.B.=N09'S620"-
2. 1 -1
S86°58'"W '
10 1 -2 j L=S4230.84739.49' d=28'081 21 5▪ "9
- - --t R=470.00' CH.D.=228.52'
-a
,41.
e12 �`5"
v 7- 5 1
1- 4 1 79
75 18 1 -
NO0'53'17"W 59.96'tt
• ' N88'08'18 E 649.34'
- H CH.B.=N30'31 45"W
-♦ 1 11 18
12 17 0
15
L=120.80' d=10'30'38"
=658.52' CH.D.=120.63'
CH.B.=N66'48'32"W
N7124'19"W
146.44'
N8703'24 E
4.09'
L=177.36'
d=46'30'17"
R=218.52'
CH.D.=172.54'
CH.B.=N38'18'05'W
4
0
4-
4
NOTICE
This submittal needs to be scheduled fora pubic hearing
In accordance wM1h timelines set forth in the City of
Miami Code. The applica decision -mating body will
renew the information at the pubic hearing to render a
recommendation or a final decision.
O N
S86°58'54'W
58.97'
S03'03'12 E
375.24'
L=641.24'
d=64°03'41 "
R=573.52'
CH.D.=608.36'
CH.B.=N16'58'54 E
PZ-22-14684
06/28/22
L=624.30' d=85°0629"
R=420.29' CH.D.=568.47'
CH.B.=S38'45 05 W
L=177.36' d=46'30'17"
RH 18.52'B.-N72 CH52 "E 2.54'
CH.B.=N72'15'S2 E
N.W. 17th STREET
n1 1 28n, f
+-
32 I L=1278.24' d=84'37'16"
31 1 R=865.48' CH.D.=1165.19'
+ CH.B.=S4120'31 W
30__ --
26
25 _ _ age 23 7
94 1 1 b I 6' I
8
- L=159.64' d=8757'01 " 1 - -
R=104.00' CH.D.=144.42' 19
-T-CH .B.=S43°0023'W
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31
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N.W. 14th STREET_
29 1 4 1 25 I 11 4 8
5 I 28 LeJeune Garden > I
6 I 27 Estates Section 4:- 1
Plat Book 44, -01�
P
7
L Ib_L 7
N00°°53'17'W
45.01'
Lri
N
1 10
75
v
South Line, N.E. 1/4,
Section 32-53-41
Note:
1. The bearings shown hereon relate to an assumed bearing (North 8808'18" 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.
l
SS
444,
I EW GOV
65.00'
35.00'
R - Radius
d - Delta Angle
L - Arc Length
Ch.B. - Chord Bearing
Ch.D. - Chord Distance
A SCHWEBKE SHISKIN + ASSOCIATES
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
THIS IS NOT A "LAND SURVEY."
ORDER NO •
DATE.
SHEET OF SHEET(S) F B • N.A.
214269
10/11/2021
(LB-87)
-41
1
2
l
K\325341 \MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 20211011.DWG
PU$//
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
LEGAL DESCRIPTION:
NOTICE
This submittal needs to be scheduled fora pubic hearing
In accordance wM1h timelines set forth in the City of
Miami Code. The applica decision -making body will
renew the information al the pubic hearing to render a
recommendation or a final decision.
PZ-22-14684
06/28/22
44,
''VIEW CO
ALL THAT PORTION OF LEJEUNE GARDEN ESTATES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 44 AT PAGE 23, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY FLORIDA, LYING WITHIN THE BOUNDARY OF THE
FOLLOWING DESCRIBED LANDS, TOGETHER WITH UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF
SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; 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 649.34 FEET TO A POINT; THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A
LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE SAID SOUTH LINE OF THE
NORTHEAST ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE
OF N.W. 42ND AVENUE (LEJEUNE ROAD) THE FOLLOWING SIX (6) COURSES; (1) THENCE RUN NORTH 00°53'17" WEST FOR A
DISTANCE OF 59.96 FEET TO A POINT; (2) THENCE RUN NORTH 48°58'49" WEST FOR A DISTANCE OF 562.53 FEET TO A
POINT ON THE NEXT DESCRIBED CIRCULAR CURVE CONCAVE TO THE NORTHEAST; (3) THENCE RUN NORTHWESTERLY ALONG
THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 28°0825", A CHORD
LENGTH OF 228.52 FEET ALONG' A CHORD BEARING' OF NORTH 30°3145" WEST, FOR A DISTANCE OF 230.84 FEET TO A
POINT ON A CIRCULAR CURVE CONCAVE TO THE EAST AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL
OF LAND; (4) THENCE CONTINUE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF
13°02'27", A CHORD LENGTH OF 106.74 FEET ALONG A CHORD BEARING OF NORTH 09°56'20" WEST, FOR A DISTANCE OF
106.97 FEET TO A POINT OF TANGENCY,. (5) THENCE RUN NORTH 03°25'06" WEST FOR A DISTANCE OF 623.61 FEET TO A
POINT; (6) THENCE RUN NORTH 0758'00" WEST FOR A DISTANCE OF 193.68 FEET TO A POINT ON A LINE 50.00 FEET EAST
OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF
SAID SECTION 32; THENCE RUN ALONG A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO,
THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 00°54'35" WEST FOR A DISTANCE OF
992.21 FEET TO A POINT; THENCE RUN NORTH 88°49'41 " EAST FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE RUN
NORTH 70°04 29" EAST FOR A DISTANCE OF 285.46 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 32; THENCE
RUN ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 8724 21 " EAST FOR A DISTANCE OF 117.47 FEET TO THE
POINT; THENCE RUN SOUTH 7004'27" WEST FOR A DISTANCE OF 492.97 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 190.00 FEET A CENTRAL ANGLE OF 6244'26'; A CHORD LENGTH OF 19782 FEET AND A CHORD
BEARING OF SOUTH 38 42'14" WEST, FOR AN ARC DISTANCE OF 208.06 FEET TO A POINT; THENCE RUN SOUTH 0720 Ol "
WEST FOR A DISTANCE OF 167.35 FEET TO A POINT; THENCE RUN NORTH 72 00'10" EAST FOR A DISTANCE OF 1164.70 FEET
TO A POINT; THENCE RUN SOUTH 0255'37" EAST FOR A DISTANCE OF 357.95 FEET TO A POINT; THENCE RUN NORTH
8703'24" EAST FOR A DISTANCE OF 4.09 FEET TO A POINT ON A NON -TANGENT CIRCULAR CURVE CONCAVE TO THE
NORTHEAST; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 573.52
FEET, A CENTRAL ANGLE OF 12 47'34 , A CHORD LENGTH OF 127.79 FEET AND A CHORD BEARING OF SOUTH 0839'10" EAST,
FOR AN ARC DISTANCE OF 128.05 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN SOUTHEASTERLY ALONG THE
ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 218.52 FEET, A CENTRAL ANGLE OF 4630'17';
SS
A SCHWEBKE SHISKIN + ASSOCIATES (LB-87)
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
ORDER NO• 214269
THIS IS NOT A "LAND SURVEY."
DATE. 10/11/2021
SHEET _ OF _ SHEET(S) F B • N.A.
K:\525541\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 20211011.DWG
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
NOTICE
This submittal needs to be scheduled fora pubic hearing
In accordance wM1h timelines set forth in the City of
Miami Code. The applicade decision -making body will
renew the information al the pubic hearing to render a
recommendation or a final decision.
PZ-22-14684
06/28/22
A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF SOUTH 38°18'05" EAST, FOR AN ARC DISTANCE 0 fV1
TO A POINT OF COMPOUND CURVATURE; THENCE RUN EASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 658.52 FEET A CENTRAL ANGLE OF 2255'46'; A CHORD LENGTH OF 261.78 FEET AND A CHORD
BEARING OF SOUTH 73°01'06" EAST, FOR AN ARC DISTANCE OF 263.54 FEET TO A POINT OF COMPOUND CURVATURE; THENCE
RUN EASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 218.52 FEET, A CENTRAL ANGLE
OF 4630'17", A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF NORTH 72°1552" EAST, FOR AN ARC DISTANCE
OF 177.36 FEET TO A P0/NT OF COMPOUND CURVATURE; THENCE RUN NORTHERLY ALONG THE ARC OF A CIRCULAR CURVE TO
THE LEFT HAVING A RADIUS OF 573.52 FEET, A CENTRAL ANGLE OF 6403'41'; A CHORD LENGTH OF 608.36 FEET AND A
CHORD BEARING OF NORTH 165854" EAST FOR AN ARC DISTANCE OF 641.24 FEET TO A P0/NT OF COMPOUND CURVATURE;
THENCE RUN NORTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 218.52 FEET, A
CENTRAL ANGLE OF 4630'17'; A CHORD LENGTH OF 172.54 FEET AND A CHORD BEARING OF NORTH 38°18'05" WEST, FOR AN
ARC DISTANCE OF 177.36 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN NORTHWESTERLY ALONG THE ARC OF A
CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 658.52 FEET, A CENTRAL ANGLE OF 1030'38", A CHORD LENGTH OF
120.63 FEET AND A CHORD BEARING OF NORTH 66 48 32" WEST, FOR AN ARC DISTANCE OF 120.80 FEET TO A POINT, THENCE
RUN NORTH 7124'19" WEST FOR A DISTANCE OF 146.44 FEET TO A POINT; THENCE RUN ALONG THE NORTH LINE OF SAID
SECTION 32, NORTH 8724'21" EAST FOR A DISTANCE OF 566.28 FEET TO A POINT, THENCE RUN SOUTH 03°01'06" EAST FOR
A DISTANCE OF 244.78 FEET TO A POINT, THENCE RUN SOUTH 8658'54" WEST FOR A DISTANCE OF 58.97 FEET TO A POINT
THENCE RUN SOUTH 03 03'12" EAST FOR A DISTANCE OF 375.24 FEET TO A POINT ON A NON- TANGENT CIRCULAR CURVE
CONCAVE TO THE NORTHWEST; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING
A RADIUS OF 420.29 FEET A CENTRAL ANGLE OF 85°06'29'; A CHORD LENGTH OF 568.47 FEET AND A CHORD BEARING OF
SOUTH 38°45'05" WEST, FOR AN ARC DISTANCE OF 624.30 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT
CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, THENCE RUN SOUTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO
THE LEFT, HAVING A RADIUS OF 865.48 FEET, A CENTRAL ANGLE OF 8437'16", A CHORD LENGTH OF 1165.19 FEET AND A
CHORD BEARING OF SOUTH 4120 31 " WEST, FOR AN ARC DISTANCE OF 1278.24 FEET TO A POINT REVERSE CURVATURE;
THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 104.00 FEET, A
CENTRAL ANGLE OF 8757'01'; A CHORD LENGTH OF 144.42 FEET AND A CHORD BEARING OF SOUTH 43°00'23" WEST, FOR AN
ARC DISTANCE OF 159.64 FEET TO A POINT, THENCE RUN SOUTH 8658 54" WEST FOR A DISTANCE OF 739.49 FEET TO THE
P0/NT OF BEGINNING; CONTAINING 2,242,089 SQUARE FEET MORE OR LESS OR 51.471 ACRES MORE OR LESS.
cos
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.
� 1
A SCHWEBKE SHISKIN + ASSOCIATES (LB-87)
LAND SURVEYORS • ENGINEERS • LAND PLANNERS
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-7010 FAX:(305) 652-8284
SS
ORDER NO• 214269
THIS IS NOT A "LAND SURVEY."
DATE• 10/11/2021
l
SHEET OF SHEET(S) F B • N.A.
K\32534I \MELREESE GOLF COURSE\SKE7CH LEGAL\REZONINC\DWC\EXHIBITS OCT 2021 \PARCEL EXHIBIT LEGALS 202I1011.DWG