HomeMy WebLinkAboutExhibit A/ REGATTA GARAGE
EXHIBIT "A" Rene Digitally signed by
MD-WASD SEWER EASEMENT Rene Aiguesvives
THE HARBOUR AT HISTORIC COCONUT GROVE Aig uesvives PSM4327
SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST PSM4327 Date: 2021.12.16
MIAMI-DADE COUNTY, FLORIDA. 11:10:11 05'00'
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/ P.B. 34 - PG. 2 +
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SOUTHWEST CORNER OF THE NORTHWEST %4 OF
SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST.
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SIGNATURE AND ORIGINAL
RAISED SEAL OF A
FLORIDA LICENSED
SURVEYOR AND MAPPER h
RESPONSIBLE CHARGE.
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,:SEWER EASEMENT N"
P.O.B. THE HARBOUR AT HISTORIC COCONUT
°
N13 09'08"E 136.38' TRACT "A"
N07°4557 E 9.87' P.B. 3- - 22
FOLIO No. 01-4122- 002-0040
N49°47'35"E 4.49'
\ \\��N43°01'12"W 77.73'
1 \\ '\, N43°33'00"W 54.15'
°4)\, \� N43°26'13"W 4.55'
R = 374.00' '-N48°06'57"W 20.77
L = 61.82',
A = 9°28' 16"
N57°35'13"W 23.28'
N80°19'31"W 172.00'
N74 °54'37"W 28.80'
N77°42'57"W 5.71'
R = 222.00'
L = 84.93',
A = 21°55' 13"
587 54 54 "W 528'
S42°23'11"W 11.27'
N46°50'16"W 262.72'
N45°44'45"W 12.58'
N45°44'46"W 3.75'
N12°08'10"E 88.25'
GROVE
1
N79°19'15"W 13.23'
N43°08'20"E 250.00'—
/
HL -
°Og 10 E 526 251--
LOCATION MAP
NOT TO SCALE
THE HARBOUR AT HISTORIC COCONUT GROVE
B. 34 - PG. 2)
-2TION 22, TO SHIP 54 SOUTH, RANGE 41 EAST
MI -DADE COUNTY, FLORIDA.
PROF
V/VES
PROF SSlO L SURVEYOR
AND MA PER No. 4327.
State of Florida.
SHEET
1 OF 3
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Phone 305.220.2424 Fax 305.552.8181
L.B. No. 6867 / E-mail: aaasurvey(a)aol.com
MD-WASD SEWER EASEMENT Rene Digitally signed by
THE HARBOUR AT HISTORIC COCONUT GROVE Rene Aiguesvives
Aiguesvive PSM4327
SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST Date: 2021.12.16
MIAMI-DADE COUNTY, FLORIDA. 5 PSM4327 11:10:39-05'00'
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WATER EASEMENT DESCRIPTION:
A 15.00 FEET WIDE STRIP OF LAND LOCATED ON A PORTION OF "TRACT A OF DINNER KEY", ACCORDING TO THE PLA T THEREOF AS
RECORDED IN PLAT BOOK 34, AT PAGE 2 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA., AND A PORTION OF SECTION
22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA., THE CENTERLINE OF SAID 12.00 FEET WIDE WA TER
EASEMENT (6.00 FEET EACH SIDE) IS BEING MORE PAR TICULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST %4 OF SAID SECTION 22; THENCE SOUTH 02°24'44" EAST, AL ONG THE
SOUTHERLY EXTENSION OF THE WEST LINE OF THE NW 1/4 OF SAID SECTION 22, FOR 436.51 FEET, THENCE NORTH 86°27'43" EAST
FOR 75.86 FEET TO A POINT LABELED HL-78-C, SAID POINT BEING A POINT OF INTERSECTION WITH THE U.S. PIER -HEAD BULKHEAD
LINE OF 1939 AS RECORDED IN PLA T BOOK 74, AT PAGE 3, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID LINE
ALSO BEING THE NORTHWESTERLY LINE OF T.I.I.F. DEED NO. 19448 TO CITY OF MIAMI, RECORDED IN DEED BOOK 3130, A T PAGE 260,
OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE ALONG SAID U.S. PIER -HEAD BULKHEAD LINE CONTINUE SOUTH
77"01'17" EAST 669.48 FEET TO A POINT LABELED HL-78-B; THENCE NORTH 74°08'10 EAST FOR 526.25 FEET TO A POINT LABELED
HL-78-A; THENCE NORTH 43°08'20" EAST FOR 250.00 FEET; THENCE NORTH 12°08'10" EAST FOR 88.25 FEET; THENCE NORTH
45°44'46" WEST, DEPARTING THE PREVIOUSLY DESCRIBED LINE, FOR 3.75 FEET TO A POINT ON THE OUTSIDE FACE OF AN EXISTING
SEAWALL; THENCE AL ONG THE OUTSIDE FACE OF SAID SEAWALL CONTINUE NORTH 45°44'45" WEST FOR 12.58 FEET; THENCE
NORTH 46°50'16" WEST FOR 262.72 FEET, THENCE SOUTH 42°23'11" EAST FOR 11.27, THENCE NORTH 87°54 54' EAST FOR 5.28 FEET
TO A POINT OF CURVA TURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST, THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 222.00 FEET AND A CENTRAL ANGLE OF 21°55'13" FOR A DISTANCE OF 84.93
FEET TO THE POINT OF TANGENCY, THENCE NORTH 77°42'57"W FOR 5.71 FEET, THENCE NORTH 74 °54'37" WEST FOR 28.80 FEET,
THENCE NORTH 79°19'15" WEST FOR 13.23 FEE T THENCE NORTH 80°1931" WEST FOR 172 FEET THENCE NORTH 57°35'13" WEST FOR
23.28 FEET TO A 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 374.00 FEET AND A CENTRAL ANGLE OF 09°18'16" FOR A DISTANCE
OF 61.82 FEE T TO THE POINT OF TANGENCY, THENCE NORTH 48°06'57" WES T FOR 20.77 FEET, THENCE NOR TH 43°26'13" WES T FOR
4.55 FEET THENCE NORTH 43°33'00" WES T FOR 54.15 FEET, THENCE NORTH 43°01'12" WEST FOR 77.73 FEET, THENCE NORTH
49°47'35" EAST FOR 4.49 FEET NORTH 07°43'57" EAST FOR 9.81 FEET, THENCE NORTH 13°09'08" EAST FOR 136.38 FEET TO THE
POINT OF BEGINNING, THENCE CONTINUE NOR TH 43°19'02" EAST FOR 42.65 FEE T TO THE POINT OF TERMINATION. (P.O. T.)
THENCE STARTING ON THE PREVIOUSLY MENTIONED POINT OF BEGINNING CONTINUE SOUTH 43°19'02"W FOR 119.50 FEET TO THE
POINT OF TERMINATION. (P.O. T.)
ALL LANDS DESCRIBED BASED ON AN ASSUMED BEARING OF N46°31'04"W ALONG THE CENTERLINE OF PAN AMERICAN DRIVE, AS
PER STATE PL ANE COORDINA TES NAD 83 ADJUSTMENT (1990) FLORIDA EAST ZONE 0901.
ALL LYING IN MIAMI-DADE COUNTY AND CONTAINING 2,454.00 Sq. Ft. OR 0.06 ACRES MORE OR LESS.
NOTES:
THIS /5 NOT A BOUNDARY SURVEY.
THIS EASEMENT STRIP FORMS A CLOSED GEOMETRIC FIGURE.
THE MINIMUM VERTICAL CLEARANCE OF THE EASEMENT /5 25 FEET.
THE INTENT OF THIS EASEMENT IS TO ENCOMPASS THE RECENTLY INSTALLED WATER DISTRIBUTION AND RELATIVE
FACILITIES AS SHOWN ON THE WATER AS -BUILT, PREPARED
BY ALVAREZ, AIGUESVIVES & ASSOC.
UNDER
E.R.#
.
THE SIDELINES OF SAID
EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE POINT INTERSECTIONS.
DATE
AGREEMENT
SB
FOL /0
REVISION
DATE
NUMBER
12/15/2021
22153
2016-553
01-4122-002-0040
/ HEREBY CERTIFY:
THAT THE LEGAL AND SKETCH OF THE
HERE WAS MADE UNDER MY SUPERVISION AND MEETS THE
SHEET
P D R/BED
STANDARDS OF PRACTICE AS SET FORTH BY FLORIDA 80 OF PROFESSIONAL SURVEYORS AND MAPPERS /N CHAPTER
5J-17 FLORIDA ADMINISTRATIVE CODE, PUBS NT TO SECT/ 72.027 FLORIDA STATUTES.
2 OF 3
NOT VALID WITHOUT THE
° ,�
vacez,
Aiguesvives and Associates, Inc.
SIGNATURE AND ORIGINAL
Surveyors,
Mappers and L and Planners
l ESV/VES
RAISED SEAL OF A
9789 Sunset Drive, Miami, FL 33173
FLORIDA LICENSED
PROFESS/ NAL SURVEYOR
SURVEYOR AND MAPPER IN
AND MAPPER No. 4327Phone
305.220.2424 Fax 305.552.8181
RESPONSIBLE CHARGE.
State of Florida.
L.B. No. 6867 / E-mail: aaasurvey(a)aol.com
MD-WASD SEWTER EASEMENT
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
THE HARBOUR AT HISTORIC COCONUT GROVE
SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST
MIAMI-DADE COUNTY, FLORIDA.
REGATTA GARAGE
TRACT "A"
P.B. 34 - PG. 2
FOLIO # 01-4122-002-00
PSM 4
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STATE OF JQ
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SEAL
15 '
•
\)S.
N13°09'08"E 136.38'
N0/°4357 E 9.87'
N4 9 °4 735'E 4. 4 9'
N43°01'12"W 77.73'
N43°33'00"W 54.15'
Rene Digitally signed by
Rene Aiguesvives
Aiguesvives PSM4327
PSM4327 Date: 2021.12.16
11:11:02-05'00'
THE HARBOUR AT HISTORIC COCONUT GROVE
TRACT "A"
P.B. 34 - PG. 2
FOLIO No. 01-4122-002-0040
R = 374.00' •
L = 61.82',
A = 9°28' 16"
N43°26'13"W 4.55'
N48°06'57"W 20.77'
N57°35'13"W 23.28'
N79°19'15"W 13.23'
�N80°19'31"W 172.00'
\ N74°54'37"W 28.80'
N77°42'57"W 5.71'
R = 222.00'
L = 84.93',
A= 21°55'13"
58754 54 "W 528'
S42°23'11"W 11.27'
LEGEND / A BBREVIA TIONS
C/L = CENTERLINE.
P/L = PROPERTY LINE.
R/W = RIGHT OF WAY LINE.
B.O.B. = BASIS OF BEARINGS.
P.O.B. = POINT OF BEGINING.
P.O.C. = POINT OF COMMENCEMENT.
P.C.P. = PERMANENT CONTROL T.
P.R.N. = PERMANENT REFERENCE MO MENT.
NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL
RAISED SEAL OF A
FLORIDA LICENSED
SURVEYOR AND MAPPE IN
RESPONSIBLE CHARGE.
R = RADIUS.
L = CHORD LENGTH.
d = DELTA ANGLE.
CH.B. = CHORD BEARING.
P.C. = POINT OF CURVATURE.
P.R.0 POINT OF REVERSE CURVATURE.
USC& =US COAST & GEODETIC SURVEY DEPARTMENT.
-100
GRAPHIC SCALE
0 50
100
�I ES VIVES
PROFESS/ NAL SURVEYOR
AND APPER No. 4327.
State of Florida.
/N FEET
1 INCH = 100 FT.
SHEET
3 OF 3
AI varez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Phone 305.220.2424 Fax 305.552.8181
L.B. No. 6867 / E-mail: aaasurvey(a)aol.com