HomeMy WebLinkAboutExhibit A SUBTHIS DOCUMENT IS A SUBSTITUTION.
THE ORIGINAL CAN BE FOUND AT THE
END OF THIS DOCUMENT.
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
SURVEYOR'S REPORT :
BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST
ZONE, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD 83/90) ALONG THE SOUTHERLY
EXTENSION OF THE WEST LINE OF THE NW+OF SECTION 22-54-41, WHICH BEARS S02°24'44"E.
THIS IS NOT A BOUNDARY SURVEY THIS IS A SKETCH TO ACCOMPANY LEGAL DESCRIPTION FOR A
PROPOSED F.P.L. EASEMENT.
FOR SKETCH TO ACCOMPANY LEGAL DESCRIPTION SEE SHEETS 3, 4 5 AND 6.
FOR LEGAL DESCRIPTION SEE SHEET 2.
THE PROPOSED F.P.& L. EASEMENT SHOWN AND DESCRIBED HEREON, LIES WITHIN FOLIO NUMBERS:
01-4122-002-0040 AND 01-4122-002-0011.
SURVEYOR'S CERTIFICATION :
I HEREBY CERTIFY THAT THIS SKETCH TO ACCOMPANY LEGAL DESCRIPTION WAS PREPARED
UNDER MY DIRECT SUPERVISION AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND I FURTHER CERTIFY THAT SAID SKETCH IS IN COMPLIANCE WITH THE
STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS
IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES.
Silvia Nui
Digitally signed by Silvia Nuin
n Date: 2021.09.29 08:37:03
-04'00'
SILVIA NUIN
PROFESSIONAL SURVEYOR AND MAPPER No. 5982
STATE OF FLORIDA
NOTICE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED
SURVEYOR AND MAPPER.
EACH SHEET AS INCORPORATED THEREIN SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS
ATTACHED TO THE OTHERS.
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
STATE OF
FLORIDA
FOR SKETCH SEE SHEETS 3-4
LICENSED BUSINESS No.2439
PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 09-28-2021
DRAWN BY: S.N.
SCALE
AS SHOWN
SHEET
1 OF 6
FILE NO 10584 EXHIBIT A SUB
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
LEGAL DESCRIPTION: F.P. & L. EASEMENT
A PORTION OF TRACT A OF DINNER KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, AT PAGE 2, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY,
FLORIDA ALSO BEING A PORTION OF SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER, OF THE NORTHWEST %, OF SAID SECTION 22; THENCE SOUTH 02°24'44" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE
OF THE NW'/,, OF SAID SECTION 22, FOR 436.51 FEET; THENCE NORTH 86°27'43" EAST FOR 75.86 FEET TO A POINT OF INTERSECTION WITH THE U.S. PIER -HEAD BULKHEAD LINE OF
1939 AS RECORDED IN PLAT BOOK 74, AT PAGE 3, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT LABELED HL-78-C AND SAID LINE ALSO BEING THE
NORTHWESTERLY LINE OF T.I.I.F. DEED NO. 19448 TO CITY OF MIAMI, RECORDED IN DEED BOOK 3130, AT PAGE 260, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA;
THENCE ALONG SAID U.S. PIER -HEAD BULKHEAD LINE, FOR THE FOLLOWING DESCRIBED FIVE (5) COURSES; 1) THENCE SOUTH 77°01'17" EAST, FOR 669.48 FEET TO A POINT
LABELED HL-78-B ON THE PREVIOUSLY NAMED PLAT; 2) THENCE NORTH 74°08'10" EAST FOR 526.25 FEET TO A POINT LABELED HL-78-A ON THE PREVIOUSLY NAMED PLAT; 3)
THENCE NORTH 43°08'20" EAST FOR 250.00 FEET TO A POINT LABELED HL-78 ON THE PREVIOUSLY NAMED PLAT; 4) THENCE NORTH 12°08'10" EAST FOR 180.86 FEET; 5) THENCE
NORTH 21°08'57" EAST FOR 479.70 FEET; THENCE NORTH 76°03'06" WEST, DEPARTING THE PREVIOUSLY DESCRIBED LINE, FOR 317.75 FEET; THENCE SOUTH 13°56'54" VVEST FOR
1.30 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE CONTINUE SOUTH 13°56'54" WEST FOR 6.77 FEET; THENCE NORTH 76°03'06"
WEST FOR 0.59 FEET; THENCE SOUTH 12°59'09" WEST FOR 80.89 FEET; THENCE SOUTH 54°49'59" WEST FOR 34.13 FEET; THENCE NORTH 77°32'54" WEST FOR 212.76 FEET; THENCE
SOUTH 47°34'37" WEST FOR 51.58 FEET; THENCE SOUTH 14°38'49" WEST FOR 164.64 FEET; THENCE SOUTH 51°15'24" VVEST FOR 99.15 FEET; THENCE SOUTH 44°19'55" EAST FOR
0.36 FEET; THENCE SOUTH 45°40'05" WEST FOR 6.40 FEET; THENCE NORTH 44°19'55" WEST FOR 1.45 FEET; THENCE SOUTH 60°41'43" WEST FOR 4.36 FEET; THENCE SOUTH
74°28'38" WEST FOR 21.77 FEET; THENCE NORTH 52°40'25" VVEST FOR 6.27 FEET; THENCE NORTH 74°28'38" EAST FOR 24.95 FEET; THENCE NORTH 60°41'43" EAST FOR 3.13 FEET;
THENCE NORTH 44°49'20" WEST FOR 8.79 FEET; THENCE NORTH 27°22'28" EAST FOR 57.07 FEET; THENCE NORTH 80°38'59" WEST FOR 22.88 FEET; THENCE SOUTH 13°07'10" VVEST
FOR 12.00 FEET; THENCE NORTH 76°52'50" WEST FOR 18.68 FEET; THENCE SOUTH 52°42'07" WEST FOR 49.71 FEET; THENCE NORTH 37°17'53" WEST FOR 5.00 FEET; THENCE NORTH
52°42'07" EAST FOR 47.03 FEET; THENCE NORTH 13°07'10" EAST FOR 22.59 FEET; THENCE SOUTH 76°52'50" EAST FOR 24.00 FEET; THENCE SOUTH 13°07'10" WEST FOR 4.64 FEET;
THENCE SOUTH 80°38'59" EAST FOR 28.85 FEET; THENCE SOUTH 09°21'01" WEST FOR 7.34 FEET; THENCE NORTH 80°38'59" VVEST FOR 1.19 FEET; THENCE SOUTH 27°22'28" VVEST
FOR 55.05 FEET; THENCE SOUTH 44°49'20" EAST FOR 5.23 FEET; THENCE NORTH 45°40'05" EAST FOR 0.71 FEET; THENCE SOUTH 44°19'55" EAST FOR 1.02 FEET; THENCE NORTH
51°15'24" EAST FOR 97.99 FEET; THENCE NORTH 14°38'49" EAST FOR 164.47 FEET; THENCE NORTH 47°34'37" EAST FOR 55.65 FEET; THENCE SOUTH 77°32'54" EAST FOR 213.15 FEET;
THENCE NORTH 54°49'59" EAST FOR 30.00 FEET; THENCE NORTH 12°59'09" EAST FOR 79.06 FEET; THENCE NORTH 76°03'06" VVEST FOR 3.42 FEET TO THE POINT OF CURVATURE OF
A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL
ANGLE OF 18°31'44" FOR A DISTANCE OF 4.85 FEET TO THE POINT OF TANGENCY; THENCE NORTH 57°31'22" WEST FOR 53.18 FEET TO THE POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE TO THE SOUTHVVEST; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF
19°16'31" FOR A DISTANCE OF 3.36 FEET TO THE POINT OF TANGENCY; THENCE NORTH 76°47'52" WEST FOR 2.82 FEET; THENCE NORTH 13°12'08" EAST FOR 5.00 FEET; THENCE
SOUTH 76°47'52" EAST FOR 2.82 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHVVEST; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 19°16'31" FOR A DISTANCE OF 5.05 FEET TO THE POINT OF TANGENCY; THENCE SOUTH
57°31'22" EAST FOR 53.18 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE
TO THE LEFT, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF 18°31'44" FOR A DISTANCE OF 3.23 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 76°03'06" EAST
FOR 2.61 FEET; THENCE NORTH 13°56'54" EAST FOR 1.66 FEET; THENCE SOUTH 77°00'51" EAST FOR 6.40 FEET TO THE POINT OF BEGINNING.
CONTAINING 5,104.80 SQUARE FEET +/-.
FOR SKETCH SEE SHEETS 3-6
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6 PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 09-28-2021
DRAWN BY: S.N.
SCALE SHEET
AS SHOWN 20F6
w
N
csl
cn
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
P.O.C.
SW CORNER OF NW 1A,
OF SECTION 22-54-41.
N86'27'43"E
75.86'
HL-78-C
(PB 74 PG 3)
LEGEND
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING
RJW -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.T.-DENOTES POINT OF TERMINATION
GRAPHIC SCALE
200 100 0 200
1 inch = 200 ft.
�7 0 117"
e.
66g 4g
HL-78-B
(PB 74 PG 3)
HL-78-A
/ (PB\7\4 PG 3)
HL-78
(PB 74 PG 3)
11.S.
S
Of 1g3gp�� E
pM OQ
REcORDo\14DEED BOOK
14 PG' 3
.8• \PN\
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6 PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 09-28-2021 SCALE SHEET
DRAWN BY: S.N. 1"=200' 3 OF 6
\ S76°47'52"E
2.82'
N11 ,'12'08"E
\5.00'
N76°47'52"W
2.82'
R=10.00' A=3.36'
D=1916'31"
12.76,__��
LEGEND
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
RNV -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING
P.O.T.-DENOTES POINT OF TERMINATION
R=15.00' A=5.05'
D=1916'31"
R so ss
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
GRAPHIC SCALE
30 15 0 30
1 inch = 30 ft.
S77 00,51E 6 4p,
oB 6'54„
S13 56'S4„
N76'03, w 6' 77'
0.59, O6"w
PROPOSED
F.P.& L.
EASEMENT
N76 03,
.s0'
17 75,
NArCif l Ur "A -A",`,
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 09-28-2021 SCALE
DRAWN BY: S.N.
SHEET
4 OF 6
GRAPHIC SCALE
30 15 0 30
1 inch = 30 ft.
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
/
6�/ ^--� --_�N773254,.
0 <// j% N,7 w 213.15'
y°// /0 �� _`32 54 W ,,, -
o1/ /1'op
J
// PROPOSED
/ F.P.& L.
/ / EASEMENT
/ /
/ /
/ /
/l
N24T01 LIVE "1-A°5fSHEET E
PG.GEND
-DENOTES PAGE
P.B. -DENOTES PLAT BOOK
R/W -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING FOR LEGAL DESCRIPTION SEE SHEET 2
P.O.T.-DENOTES POINT OF TERMINATION
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6 PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC. TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
ENGINEERS -SURVEYORS & MAPPERS PROJECT NAME: THE HARBOUR
13960 S.W. 47th ST. MIAMI, FLORIDA 33175 DATE: 09-28-2021 SCALE SHEET
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com DRAWN BY: S.N. 1"=30' 5 OF 6
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
GRAPHIC SCALE VATCW LIAlf AA°5FP5555T5
30 15 0 30 —
1 inch = 30 ft. S7 co / / CS ,d'
�W 6525p,. S13°07'10"W ;1- �/ /�•
M
24 E.
�� 4.64' 2 / / a
/ 0� S80°38'S 64' S09°21'01 "W / /
.. 28.85� 7.34' ��
Z `�/ N80'38'
J or- s9141 ��/
M/ 0 22.88'% N80°38'59"W °3j///
\ .,,,,,,,,,,,,,
b�///,�8,gg'J^ i / /sue •1.19' �//%
\-\/ / a•
• / ,off PROPOSED ,<v/ / i 0 - () / A
/ /�ti F.P.& L. `o/ / ° 9 ,p5 .\•/ %`L
\ c-P EASEMENT C / / tt, • b, b ///g 1
N3 °17'53"W N44°49'20"W
ry% //i \',q//// 5
5. 0' � 8.79' / C
N60°41'4''
3.13'
N74°28'38"E
24.95'
LEGEND
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
RNV -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING
P.O.T.-DENOTES POINT OF TERMINATION
M N/
52°40'25"W
6.27' 21.77'
S74°28'38"W
////
S44°19'55"E 0.36'
S45°40'05"W 6.40'
44° 19'55"W
1.45'
-S60°41 '43'W
4.36'
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6 PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 09-28-2021 SCALE
DRAWN BY: S.N.
SHEET
6 OF 6
SUBSTITUTED
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
SURVEYOR'S REPORT :
BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
ZONE, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD 83/90) ALONG
EXTENSION OF THE WEST LINE OF THE NW a OF SECTION 22-54-41, WHICH BEARS S
THIS IS NOT A BOUNDARY SURVEY THIS IS A SKETCH TO ACCOMPANY LEGAL D
PROPOSED F.P.L. EASEMENT.
FOR SKETCH TO ACCOMPANY LEGAL DESCRIPTION SEE SHEETS 3, 4 5 AN
FOR LEGAL DESCRIPTION SEE SHEET 2.
THE PROPOSED F.P.& L. EASEMENT SHOWN AND DESCRIBED HERE
01-4122-002-0040 AND 01-4122-002-0011.
SURVEYOR'S CERTIFICATION :
F ORIDA EAST
E SOUTHERLY
°24'44"E.
CRIPTION FOR A
LIES WITHIN FOLIO NUMBERS:
I HEREBY CERTIFY THAT THIS SKETCH TO ACOMPANY LEGAL DESCRIPTION WAS PREPARED
UNDER MY DIRECT SUPERVISION AND THA T IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND I FURTHE ERTIFY THAT SAID SKETCH IS IN COMPLIANCE WITH THE
STANDARDS OF PRACTICE AS SET FOR BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS
IN CHAPTER 5J-17 FLORIDA ADMINIST TIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES.
Digitally gned by
Silvia Nuin Silvia in
Date 021.08.25
10. 6:24 -04'00'
SILVIA NUIN
PROFESSIONAL SURV. OR AND MAPPER No. 5982
STATE OF FLORIDA
NOTICE: NOT VALI
SURVEYOR AND
EACH SHEET A
ATTACHED T
ITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED
APPER.
NCORPORATED THEREIN SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS
HE OTHERS.
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
FOR SKETCH SEE SHEETS 3-4
LICENSED BUSINESS No.2439
PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
DRAWN BY: S.N.
SCALE
AS SHOWN
SHEET
1 OF 6
SUBSTITUTED
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
LEGAL DESCRIPTION: F.P. & L. EASEMENT
A PORTION OF TRACT A OF DINNER KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, AT PAGE 2, OF THE PUBLIC RECORDS OF MIAMI DAP COUNTY,
FLORIDA ALSO BEING A PORTION OF SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS ' •LLOWS:
COMMENCE AT THE SOUTHWEST CORNER, OF THE NORTHWEST'/, OF SAID SECTION 22; THENCE SOUTH 02°24'44" EAST, ALONG THE SOUTHERLY EXTE
OF THE NW'/, OF SAID SECTION 22, FOR 436.51 FEET; THENCE NORTH 86°27'43" EAST FOR 75.86 FEET TO A POINT OF INTERSECTION WITH THE U.S. PI
1939 AS RECORDED IN PLAT BOOK 74, AT PAGE 3, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT LABELED HL-78-C AND
NORTHWESTERLY LINE OF T.I.I.F. DEED NO. 19448 TO CITY OF MIAMI, RECORDED IN DEED BOOK 3130, AT PAGE 260, OF THE PUBLIC RECORDS 0
THENCE ALONG SAID U.S. PIER -HEAD BULKHEAD LINE, FOR THE FOLLOWING DESCRIBED FIVE (5) COURSES; 1) THENCE SOUTH 77°01'17" EAS
LABELED HL-78-B ON THE PREVIOUSLY NAMED PLAT; 2) THENCE NORTH 74°08'10" EAST FOR 526.25 FEET TO A POINT LABELED HL-78-A ON
THENCE NORTH 43°08'20" EAST FOR 250.00 FEET TO A POINT LABELED HL-78 ON THE PREVIOUSLY NAMED PLAT; 4) THENCE NORTH 12°
NORTH 21°08'57" EAST FOR 479.70 FEET; THENCE NORTH 76°03'06" WEST, DEPARTING THE PREVIOUSLY DESCRIBED LINE, FOR 317.7
1.30 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE CONTINUE SOUTH 13°56'5
EAST FOR 0.60 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTH
THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF 22°30'59" FOR A DISTA
THENCE NORTH 81°25'55" EAST FOR 31.04 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO T
SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRA
POINT OF TANGENCY; THENCE SOUTH 76°31'34" EAST FOR 49.18 FEET TO THE POINT OF CURVATURE OF A CIRCU
SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVI
A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 13°28'26" WEST FOR 1.82 FEET; T
WEST FOR 7.34 FEET; THENCE NORTH 76°03'06" WEST FOR 7.34 FEET; THENCE NORTH 13°56'54" WEST F
NORTH 13°28'26" EAST FOR 1.78 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAV
NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEE
POINT OF TANGENCY; THENCE NORTH 76°31'34" WEST FOR 49.18 FEET TO THE POINT OF CURV
NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO
DISTANCE OF 3.85 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 81°25'55" WEST F
NORTHWEST; THENCE SOUTHWESTERLY, WESTERLY AND NORTHWESTERLY, ALONG
ANGLE OF 22°30'59" FOR A DISTANCE OF 5.89 FEET TO THE POINT OF TANGENCY; T
THENCE SOUTH 54°49'59" WEST FOR 34.13 FEET; THENCE NORTH 77°32'54" WES
WEST FOR 164.64 FEET; THENCE SOUTH 51°15'24" WEST FOR 99.15 FEET; TH
NORTH 44°19'55" WEST FOR 1.45 FEET; THENCE SOUTH 60°41'43" WEST FO
FEET; THENCE NORTH 74°28'38" EAST FOR 24.95 FEET; THENCE NORTH
EAST FOR 57.07 FEET; THENCE NORTH 80°38'59" WEST FOR 22.88 F
SOUTH 52°42'07" WEST FOR 49.71 FEET; THENCE NORTH 37°17'53
FEET; THENCE SOUTH 76°52'50" EAST FOR 24.00 FEET; THENC
WEST FOR 7.34 FEET; THENCE NORTH 80°38'59" WEST FO
NORTH 45°40'05" EAST FOR 0.71 FEET; THENCE SOUTH
FEET; THENCE NORTH 47°34'37" EAST FOR 55.65 FE
EAST FOR 79.06 FEET; THENCE NORTH 76°03'06"
NORTHWESTERLY, ALONG THE ARC OF SAID
POINT OF TANGENCY; THENCE NORTH 57°3
NORTHWESTERLY, ALONG THE ARC OF
POINT OF TANGENCY; THENCE NORT
OF CURVATURE OF A CIRCULAR C
FEET AND A CENTRAL ANGLE
CURVATURE OF A CIRCULA
AND A CENTRAL ANGLE
FOR 1.66 FEET; THEN
CONTAINING 5,718
ON OF THE WEST LINE
-HEAD BULKHEAD LINE OF
ID LINE ALSO BEING THE
IAMI-DADE COUNTY, FLORIDA;
, FOR 669.48 FEET TO A POINT
E PREVIOUSLY NAMED PLAT; 3)
10" EAST FOR 180.86 FEET; 5) THENCE
EET; THENCE SOUTH 13°56'54" WEST FOR
ST FOR 1.77 FEET; THENCE SOUTH 76°03'06"
TERLY, EASTERLY AND NORTHEASTERLY, ALONG
E OF 3.93 FEET TO THE POINT OF TANGENCY;
OUTHEAST; THENCE NORTHEASTERLY, EASTERLY AND
NGLE OF 22°02'31" FOR A DISTANCE OF 5.77 FEET TO THE
CURVE CONCAVE TO THE SOUTHWEST; THENCE
A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 90°00'00" FOR
NCE SOUTH 76°03'06" EAST FOR 1.17 FEET; THENCE SOUTH 13°56'54"
7.34 FEET; THENCE SOUTH 76°03'06" EAST FOR 1.17 FEET; THENCE
1 O THE SOUTHWEST; THENCE NORTHEASTERLY, NORTHERLY AND
ND A CENTRAL ANGLE OF 90°00'00" FOR A DISTANCE OF 15.71 FEET TO THE
RE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE
E LEFT, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF 22°02'31" FOR A
31.04 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE
E ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL
NCE NORTH 76°03'06" WEST FOR 1.19 FEET; THENCE SOUTH 12°59'09" WEST FOR 80.89 FEET;
OR 212.76 FEET; THENCE SOUTH 47°34'37" WEST FOR 51.58 FEET; THENCE SOUTH 14°38'49"
E SOUTH 44°19'55" EAST FOR 0.36 FEET; THENCE SOUTH 45°40'05" WEST FOR 6.40 FEET; THENCE
4.36 FEET; THENCE SOUTH 74°28'38" WEST FOR 21.77 FEET; THENCE NORTH 52°40'25" WEST FOR 6.27
41'43" EAST FOR 3.13 FEET; THENCE NORTH 44°49'20" WEST FOR 8.79 FEET; THENCE NORTH 27°22'28"
; THENCE SOUTH 13°07'10" WEST FOR 12.00 FEET; THENCE NORTH 76°52'50" WEST FOR 18.68 FEET; THENCE
EST FOR 5.00 FEET; THENCE NORTH 52°42'07" EAST FOR 47.03 FEET; THENCE NORTH 13°07'10" EAST FOR 22.59
OUTH 13°07'10" WEST FOR 4.64 FEET; THENCE SOUTH 80°38'59" EAST FOR 28.85 FEET; THENCE SOUTH 09°21'01"
19 FEET; THENCE SOUTH 27°22'28" WEST FOR 55.05 FEET; THENCE SOUTH 44°49'20" EAST FOR 5.23 FEET; THENCE
19'55" EAST FOR 1.02 FEET; THENCE NORTH 51°15'24" EAST FOR 97.99 FEET; THENCE NORTH 14°38'49" EAST FOR 164.47
HENCE SOUTH 77°32'54" EAST FOR 213.15 FEET; THENCE NORTH 54°49'59" EAST FOR 30.00 FEET; THENCE NORTH 12°59'09"
ST FOR 3.42 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE
VE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 18°31'44" FOR A DISTANCE OF 4.85 FEET TO THE
2" WEST FOR 53.18 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE
D CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET AND A CENTRAL ANGLE OF 19°16'31" FOR A DISTANCE OF 3.36 FEET TO THE
6°47'52" WEST FOR 2.82 FEET; THENCE NORTH 13°12'08" EAST FOR 5.00 FEET; THENCE SOUTH 76°47'52" EAST FOR 2.82 FEET TO THE POINT
VE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00
19°16'31" FOR A DISTANCE OF 5.05 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 57°31'22" EAST FOR 53.18 FEET TO THE POINT OF
URVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET
18°31'44" FOR A DISTANCE OF 3.23 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 76°03'06" EAST FOR 2.61 FEET; THENCE NORTH 13°56'54" EAST
SOUTH 77°00'51" EAST FOR 6.40 FEET TO THE POINT OF BEGINNING.
SQUARE FEET +/-. NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
FOR SKETCH SEE SHEETS 3-6
LICENSED BUSINESS No.2439
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
PROJECT NUMBER: 16-600
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
DRAWN BY: S.N.
SCALE
AS SHOWN
SHEET
2 OF 6
SUSUBSTITUTED
is
N
1
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
n
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ix
1939
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LEGAL DESCRIPTION
N310�,,
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HL-78
(PB 74 PG 3)
P �F �\P�`\
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SEE SHEET 2
LICENSED BUSINESS No.2439
F.P. & L. EASEMENT
200
e
P.O.C.
► SW CORNER OF NW I/,
..� OF SECTION 22-54-41.
IL
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w
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(PB 74 PG 3) 66g.48
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LEGEND:
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
P.O.C.-DENOTES POINT OF COMMENC NT
P.O.B.-DENOTES POINT OF BEGINNI
R/W -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WES
E-DENOTES E
R-DENOTE
DEDTAS
L-DE ♦TES ARC LENGTH
P.O.T.-r NOTES POINT OF TERMINATION
GRAPHIC SCALE
100 0
200
—
1 inch = 200
(PB 7
ft.
HL-78-A
/ (PB\4 PG 3)
/ \
'G 3) / 4oa,\"- r
/ /�� �26 25\NE O
_ , PO Vi ,(N 4- 0,30 �fx
05. P\BR�N`NESSEg\ BOOK 3
\______ &50 Rollo \\`\ p E
RECO
FOR
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
PROJECT NUMBER: 16-600
MANUEL G. VERA AND ASSOCIATES, INC
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
TYPE OF PROJECT. SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
SCALE
1"=200'
SHEET
3 OF 6
DRAWN BY: S.N.
S76°47'52"E
\\ 2.82'
N 13,°12' 08"E
\5.00'
N76°47'52"W
2.82'
R=10.00' A=3.36'
D=19°16'31"
I
LEGEND:
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOQK
R/W -DENOTES RIGHT -OP{ -WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RAS
D-DENOTES r LTA
L-DENOT ARC LENGTH
P.O.C.-DE ES POINT OF COMMENCEMENT
P.O.B.-P NOTES POINT OF BEGINNING
P.O .-DENOTES POINT OF TERMINATION
_ W 213
N�732 54 �, ice.-75
/212. 76
SUBSITUTED
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
R=15.00' A=5.05'
D=19°16'31"
S13`56'54"W 1.30'
Rs>s7j°
` Q\ 70 DJO ,55 1 inch = 30 ft.
�� 78 . oo, s F e-
�s� sD2'�5t4�3? 67'
R,78 00 ,,4.8.
,48
377 00,51..
Si3.56,54 W6. 7.
J/ No)
<°�
JP
R,7000
D;22.305A 393,
GRAPHIC SCALE
30 15 0 30
N81 °25' 55"E
�3104�-
R, 75 00,
D;22°02.
S76°,
,
77,
3
4'E
`9._8,
63j'34 —\
W'
49 ��
70 oO'N732g26 78.
I. A -22'02'3A=3.85. E.
7. fig.
'59" S1356'54,.w
p, 60 ,
*03'06.,E 7 79.
PROPOSED
F.P.& L.
EASEMENT
1
DR; 7p.00,
D90°00'00, 75.71'
D 90 °p0 .pp q; 23, 56 '
•
03,
31? 7 6 w
S
67 038 2
S73 56'S4 »,,E 7. 7 7.
03O6 »w 7 34 34'
MATCH LINE 'A -A' 5ff 51-1ffT 3
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
MANUEL G. VERA AND ASSOCIATES, INC
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
PROJECT NUMBER: 16-600
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
DRAWN BY: S.N.
SCALE
1"=30'
SHEET
4 OF 6
GRAPHIC SCALE
30 15 0 30
1 inch = 30 ft.
EXISTING BUILDING
SUBSTITUTED
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
<c/�/ / _ vv 213.15,
/ / 4 54 „� 21 2
tx� j/ /N. '4)tx
/ / PROPOSED
/ F.P.& L.
EASEMENT
/
/ /
/
/
/
/
/(O
Li t°
/ /;.
MATCH LINE A -A" 5ff 5I1ffU 6
h%/ /i N?=32 54„
LEGEND:
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
RAN -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING
P.O.T.-DENOTES POINT OF TERMINATION
MATCH AVE 'A -A' 5E
w
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
PROJECT NUMBER: 16-600
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
DRAWN BY: S.N.
SCALE
1 "=30'
SHEET
5 OF 6
SUBSTITUTED
EXHIBIT A
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
F.P. & L. EASEMENT
GRAPHIC SCALE
30 15 0 30
1 inch = 30 ft.
N37° 17'53'W
5.00'
S76.52 Sp„E
04s J 'i 0 22.88 7
28
S 13° 07' 10 "W
4.
64'
S80°38'59 "E
85'
0 0----- 59
W
tx1 ' / cv • /
/ A 18.68 ^ o/
•�// p/11N26.52,Sp„w h'
%/ ��� PROPOSED
F.P.& L.
EASEMENT
N44'49'20"
8.79'
N 60°
N74°28'38'E
24.95'
52°40'25'W
6.27' 21.77'
S74°28'38"W
ND:
PG. -DENOTES PAGE
P.B. -DENOTES PLAT BOOK
R/W -DENOTES RIGHT-OF-WAY
N -DENOTES NORTH
S-DENOTES SOUTH
W-DENOTES WEST
E-DENOTES EAST
R-DENOTES RADIUS
D-DENOTES DELTA
L-DENOTES ARC LENGTH
P.O.C.-DENOTES POINT OF COMMENCEMENT
P.O.B.-DENOTES POINT OF BEGINNING
P.O.T.-DENOTES POINT OF TERMINATION
MATCH LINE 'A-A"5ff SHffT 5
/ .•
� VI'co / / co
Z �/ /'—;
Cc, c'///
1
/ /
`�' cry, � • 1� � / /��
_ / cjk / /
////
S44'19'55"E 0.36'
S45°40'05'W 6.40'
S09°21'.1 "W
4'
38'59'W
9'
-N44° 19'55"W
1.45'
-S60°41'43'W
4.36'
FOR LEGAL DESCRIPTION SEE SHEET 2
LICENSED BUSINESS No.2439
NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 6
MANUEL G. VERA AND ASSOCIATES, INC.
ENGINEERS -SURVEYORS & MAPPERS
13960 S.W. 47th ST. MIAMI, FLORIDA 33175
PHONE: (305) 221-6210 e-mail: snuin@mgvera.com
PROJECT NUMBER: 16-600
TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION
PROJECT NAME: THE HARBOUR
DATE: 08-24-2021
DRAWN BY: S.N.
SCALE
1 "=30'
SHEET
6 OF 6