HomeMy WebLinkAboutExhibit CSKETCH TO ACCOMPANY LEGAL DESCRIPTION
PEDESTRIAN ACCESS EASEMENT 1
North Line, NE 114, N85"44 09 E 150.06'
Section 32-53-41;
South Line, SE 114, N87"24 21 E NO2"35 39 "W 54.91 '
N Section 29-53-41 1335.10, POINT OF S02'3539
N70'04'29 "E 134.28' BEGINNING _ _
S8724 21 "W 150.00' SOUTH LINE,
o D.R.B. 33,
N70"04 29 E 285.46' o o PG. 361
50.00' �049'41 E 251.82' `� PEDESTR/AN
ACCESS
EASEMENT
SCALE: 1 "=500' I a,
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Northeast Corner,
Section 32-53-41
�65.00'
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POINT OF
COMMENCEMENT
Southwest Corner,
Northeast 114,
Section 32-53-41
N0758 00 "W Co
1-193.68'
NW. 17th STREET•____________________ - ---
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South Line, N.E. 114,
Section 32-53-41
Note: IN
1. The bearings shown hereon relate to an assumed bearing (North 8808'18" East) along the South line R - Radius
of the Northeast One -Quarter (114) of Section 32, Township 53 South, Range 41 East, Miami -Dade A - Delta Angle
County, Florida. L - Arc Length
2. This sketch is not valid without the signature and the original raised seal of the attesting Florida Ch.B. - Chord Bearing
licensed surveyor and mapper. Ch.D. - Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
N88'08'18 E 649.34' N0053'17'1N
45.01'
mA SCHWEBKE S H I S K I N + ASSOCI,
LAND SURVEYORS ENGINEERS LAND PLA
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 43V7j
THIS IS NOT A "LAND SURVEY."
ORDER NO.: 214269-D
DATE: 10/13/2021
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:(305) 6521*642
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SHEET 1 OF ? SHEET(S) F,B,:
REVISED: FEBRUARY 16, 2022
K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL
N.A.
& UTILITY EASEMENTS.DWG
FLORIDA
:NO. 4775
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
PEDESTRIAN ACCESS EASEMENT 1
LEGAL DESCRIPTION:
A PORTION OF UN -SUBDIVIDED LANDS LYING WI THIN THE SOUTHEAST ONE -QUARTER (114) OF SECTION 29, TOWNSHIP 53 SOUTH,
RANGE 41 EAST MIAMI-DADE COUNTY, FLORIDA, SAID LANDS BEING MORE PAR77CULARL Y DESCRIBED AS FOLLOWS.-
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (114) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41
EAST; THENCE RUN ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (114) 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 (114) 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 OO'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 41'1052", 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
03'2506" WEST FOR A DISTANCE OF 62361 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 (114) 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 (114) OF SAID SECTION 32, NORTH 00°5435"
WEST FOR A DISTANCE OF 992.21 FEET TO A POINT; THENCE RUN NORTH 88°4941 " 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 CONTINUE NORTH 70'0429" EAST FOR A DISTANCE OF I34.28 FEET TO A POINT; THENCE RUN ALONG A LINE 40.00
FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, SAID NORTH LINE OF THE NORTHEAST ONE -QUARTER
(114) OF SAID SECTION 32, NORTH 87-24'21 " EAST FOR A DISTANCE OF I335.10 FEET TO THE POINT OF BEGINNING OF THE
FOLLOWING DESCRIBED PARCEL OF LAND; THENCE NORTH 02'35 39" WEST FOR A DISTANCE OF 54.91 FEET TO A POINT ON THE
SOUTHERLY LINE OF THAT CERTAIN 10.00 FOOT STRIP PER OFFICIAL RECORDS BOOK 33, PAGE 361, PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA; THENCE RUN ALONG THE SOUTHERLY LINE OF SAID 10.00 FOOT STRIP NORTH 8544'09" EAST FOR A
DISTANCE OF 150.06 FEET TO A POINT; THENCE SOUTH 02'35 J9" EAST FOR A DISTANCE OF 59.28 FEET TO A POINT; THENCE RUN
ALONG A LINE 40.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, SAID NORTH LINE OF THE
NORTHEAST ONE -QUARTER (114) OF SAID SECTION 32, SOUTH 872421 " WEST FOR A DISTANCE OF 150.00 FEET TO THE POINT OF
BEGINNING; CONTAINING 8,564 SQUARE FEET, MORE OR LESS, OR 0.197 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 (114) 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.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
SCHWEBKE S H I S K I N + ASSOCIA'- Njo' 87)
A LAND SURVEYORS ENGINEERS LAND P!_ Ne.....EN�'••
S o•• cP
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435 1/ *rAX:(305) 658i$
ORDER NO.: 214269-D _4 PIRED Nl) f�y SUF&AION:
THIS IS NOT A "LAND SURVEY." = -
DATE: 10/13/2021 cL
J �ST„� F � a ,
SHEET 2 OF 2 SHEET(S) F.B,: N.A. MARK SirVE�6•:�1 I�S !PJ 401PAL
REVISED: FEBRUARY 16, 2022 FLORIDA PR=D ,SU N0. 4775
K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS—EGRESS & UTILITY EASEMENTS.DWG munununu
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
PEDESTRIAN ACCESS EASEMENT
SCALE: 1 "=500'
N85'44 09 E 34.81 '
North Line, NE 114, SOUTH LINE, \
N70'04 29 E 285.46' Section 32-53-41 O.R.B. 33, PG. 361
N88'49 41 E _ _ �_ - - N87'24 21 E 1509.03' -
251.82' - — — — NO 152 57IV
S0.3'03'12 E 352.01 '
245.22'�� _
PEDESTRIAN N86'5854 E
50. oo' ACCESS EASEMENT 475.58' /
N POINT OF-11
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193 68'
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R=1463.40'
_,--d=4'17'30"
L=109.61'
'Northeast Corner,
Section 32-53-41
--0152 571E 2.34.34'
65.00'
Wh I
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N.W. 1— STREET______________ _-----_—
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9--24-L=337.81' A=41'f052" _—_fi1 _2a_ 1¢1 _8 Page 23 1 C Q
R=470.00' CH.D.=330.59' p 1 23 Jal
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POINTOF 16 I 17_1 r`9 1-15— I I 16 17 1 1 14 1 15 1 1
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WM ENGEMENT — — — 14rn s — — — - Radius
Southwest Corner, N88'08'18 E 649.34' o South Line, N.E. 114, d - Delta Angle
Northeast 114, Section 32-53-41 L - Arc Length
Section 32-53-41 Ch.B. - Chord Bearing
N0075.3'17IN 45.01' Ch.D. - Chord Distance
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775
�A SCHWEBKE S H I S K I N + ASSOCI
LAND SURVEYORS ENGINEERS LAND PL==
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435=7f
ORDER NO.: 214269-A �PF*
THIS IS NOT A "LAND SURVEY." -0
DATE: 10/11/2021 77
E N ✓K 8
-*:(305) 65w-N402
D l'lNDSMY SUVE*
,,,STATEOF .7 9-
SHEET 1 OF ? SHEET(S) F.B.:
(REVISED: FEBRUARY 16, 2022
K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL
N.A.
& UTILITY EASEMENTS.DWG
FLORIDA PRQ,F'4MD SURV-E�IXORo`'NO. 4775
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
PEDESTRIAN ACCESS EASEMENT
LEGAL DESCRIPTION:
A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (114) OF SECTION 32, TOWNSHIP 53 SOUTH,
RANGE 41 EAST AND SECTION 29, 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 (114) OF SAID SECTION 32; THENCE RUN ALONG THE
SOUTH LINE OF THE NORTHEAST ONE -QUARTER (114) 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 (114) 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 00753'17" WEST FOR A DISTANCE OF 59.96 FEET TO A POINT; (2) THENCE
RUN NORTH 48°5849" 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 19368 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 (114) 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 (114) OF SAID SECTION 32, NORTH 00 5435" 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 1509.03 FEET; THENCE SOUTH 03°03'12" EAST FOR A DISTANCE OF 245.22
FEET TO A POINT; THENCE NORTH 86 5834 " EAST FOR A DISTANCE OF 475.58 FEET TO THE POINT OF BEGINNING OF THE
FOLLOWING DESCRIBED PARCEL OF LAND; THENCE NORTH 01 °5257" WEST FOR A DISTANCE OF 352.01 FEET TO A POINT ON THE
SOUTHERLY LINE OF THAT CERTAIN 10.00 FOOT STRIP PER OFFICIAL RECORDS BOOK 33, PAGE 361, PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH ALONG THE SOUTHERLY LINE OF SAID 10.00 FOOT STRIP NORTH 85 44 09" EAST
FOR A DISTANCE OF 34.81 FEET TO A POINT; THENCE RUN THE FOLLOWING DESCRIBED THREE COURSES ALONG THE WESTERLY
RIGHT-OF-WAY LINE OF NW 377H AVENUE, SOUTH 022433" WEST FOR A DISTANCE OF 9.04 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE CONCAVE TO THE EAST, • THENCE RUN SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1463.40
FEET, A CENTRAL ANGLE OF 477'JO" FOR AN ARC DISTANCE OF 109.61 FEET TO A POINT; THENCE SOUTH 015257" EAST FOR A
DISTANCE OF 234.34 TO A POINT; THENCE SOUTH 86°5854" WEST FOR A DISTANCE OF 30.01 FEET TO THE POINT OF BEGINNING,
CONTAINING 10,759 SQUARE FEET MORE OR LESS OR 0.247 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 (114) 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.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 J
A SCHWEBKE S H I S K I N + ASSOCIAlE ENJ B87)
LAND SURVEYORS ENGINEERS LAND PLA k.GENS••.•• s ;
3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435- �'� FAX:(305) 652%P,;2
THIS IS NOT A "LAND SURVEY."
SHEET 2 OF ? SHEET(S)
ORDER NO.:214269-A
DATE: 10-11-2021
F.B.
N.A.
PFdCPIRED ND "MY SU14ViSION:
� w
ii nsSTATEOF 17 is
MAR I
FLORIDA
REVISED: FEBRUARY 16, 2022
GOLF COURSE\SKETCH LEGAL
& UTILITY EASEMENTS.DWG
4775