HomeMy WebLinkAboutCity of Tamarac Resolution R-2003-128Temp Reso 10140
May 19, 2003
Revision #1—6/4/03
CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-2003- /.2k
A RESOLUTION OF THE CITY COMMISSION OF
THE CITY OF TAMARAC, FLORIDA, AUTHORIZING
THE APPROPRIATE CITY OFFICALS TO ACCEPT
AND EXECUTE A QUIT CLAIM DEED WITH LENNAR
LAND PARTNERS AND LENNAR HOMES, INC. FOR
RETENTION AREAS "A" THROUGH "F" IN THE
SOUTHAMPTON PROJECT, LOCATED WEST OF
THE INTERSECTION OF NOB HILL ROAD AND NW
77TH STREET, REQUIRED TO ALLOW LEGAL
ACCESS BY CITY PERSONNEL FOR MAINTAINING
THE SURFACE WATER MANAGEMENT SYSTEM;
PROVIDING FOR CONFLICTS; PROVIDING FOR
SEVERABILITY; AND PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the Site Plan for the Southampton Project located west of the
intersection of Nob Hill Road and NW 77t" Street was approved by City Commission on
December 22, 1996; and
WHEREAS, development of the Southampton Project requires construction of
retention areas "A" through "F" a legal description of which is attached hereto as
attachment Exhibit "A" to Exhibit 1 "; and;
WHEREAS, these retention areas are adjacent and attached to the City's canal
system; and
0
1
Temp Reso 10140
May 19, 2003
Revision #1—6/4/03
\WHEREAS, a Quit Claim Deed is required for these areas for the City to
maintain the Surface Water Management System; and
WHEREAS, Lennar Land Partners and Lennar Homes, Inc., as the owners of
the property have offered a quit claim deed for the dedication of drainage retention
areas "A" through "F" attached hereto as Exhibit 1 "; and
WHEREAS, it is the recommendation of the Assistant City Engineer that this quit
claim deed be executed; and
WHEREAS, the City Commission of the City of Tamarac, Florida deems it to be
in the best interest of the citizens and residents of the City of Tamarac to accept the
dedication of the drainage retention areas from Lennar Land Partners and Lennar
Homes, Inc., for the Southampton Project, required for the maintenance of the Surface
Water Management System.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF TAMARAC, FLORIDA THAT:
Section 1: The foregoing "WHEREAS' clauses are hereby ratified and confirmed
as being true and correct and are hereby made a specific part of this Resolution upon
adoption hereof.
2
1
Temp Reso 10140
May 19, 2003
Revision #1—6/4/03
Section 2: The appropriate City Officials are hereby authorized to accept and
execute a Quit Claim Deed hereto attached as Exhibit "1" for the drainage retention
areas "A" through "F" (a legal description of which is attached hereto as Exhibit "A" to
Exhibit "1") from Lennar Land Partners and Lennar Homes, Inc. for the Southampton
Project, located west of the intersection of Nab Hill Road and NW 77t" Street to allow
legal access by City Personnel in performing their duties, including maintenance.
Section 3: The City Clerk is hereby authorized and directed to record said Quit
Claim Deed in the public record of Broward County,
Section 4: All resolutions or parts of resolutions in conflict herewith are hereby
repealed to the extent of such conflict.
Section 5: If any clause, section other part or application of this Resolution is
held by any court of competent jurisdiction to be unconstitutional or invalid, in part or
application, it shall not affect the validity of the remaining portions or applications of this
Resolution.
1
Temp Reso 10140
May 19, 2003
Revision #1—6/4/03
Section 6: This Resolution shall become effective immediately upon its passage
and adoption.
PASSED, ADOPTED AND APPROVED this 11th day of June, 2003.
ATTEST:
MARION SW NSON, CMC
CITY CLERK
I HEREBY CERTIFY that
I have approved this
RESOLUTION as to form.
JOE SCHREIBER
..-
RECORD OF COMMISSION VOTE:
MAYOR SCHREIBER
DIST 1: COMM. PORTNER
DIST 2: COMM. FLANSBAUM-TALABISC
DIST 3: COMM. SULTANOF
DIST 4: V/M ROBERTS
4
Fj
1
1
Exhibit "1"
This instrument prepared by:
Carnahan, Proctor, & Cross, Inc.
6101 W. Atlantic Blvd.
Margate, FL 33063
QUIT -CLAIM DEED
Page 1 of 3
Temp. Reso 10140
THIS QUIT -CLAIM DEED, Executed this �. day of , 20Q by
LENNAR LAND PARTNERS
Grantor, to
THE CITY OF TAMARAC, A FLORIDA MUNICIPAL CORPORATION,
whose post office address is 7525 Northwest 881h Avenue, Tamarac, Florida, 33321, Grantee.
WITNESSETH: That the said Grantor, for and in consideration of the sum of $10.00 and
other good and valuable considerations in hand paid by the said Grantee, the receipt whereof is
hereby acknowledged, does hereby remise, release and quit -claim unto the said Grantee forever,
all the right, title, interest, claim and demand which the said Grantor has in and to the following
described lot, piece or parcel of land, situate, lying and being in the County of Broward, State of
Florida, to -wit:
See Exhibit "A" attached hereto and made a part hereof.
To have and to Hold the same together with all and singular the appurtenances thereunto
belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim
whatsoever of the said Grantor, either in law or equity, to the only proper use, benefit and behoof
of the said Grantee forever.
"Grantor" and "Grantee" are used for singular or plural, as context requires.
Exhibit "1"
Page 2 of 3
Temp. xeso 10140,
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal on the day and year
first above written.
ATTEST:
By:
, Jeffrey L. Miller,
CITY MANAGER
ATTEST:
By:
CITY CLERK
STATE OF FLORIDA
COUNTY OF BROWARD
ACCEPTED BY CITY OF TAMARAC, GRANTEE
By:
MAYOR
Date: & ! 124 0
By:Z.,'� 'n V",/,
Jeffr L. Wier,
CITY MANAGER
Date: 6114 ()
rve a t form:
By: ,
Mitc a raft
CITY ORN
< i/ 6
I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid
and in the County aforesaid to take acknowledgments, personally appeared -•I k 5c "e l b+er -4-
_I-e red C, M I der- to me known to be the persons described in and who executed the
foregoing instrument and acknowledged before me that ,t executed the same.
WITNESS my hand and official seal in the County and State last aforesaid this day of
utJc - A.D., 20Q_--3 .
My Commission Expires:
giz-4L a xte�-
Notary Publi
§--
M-
HITEe of Florida0119066otary Assn.
2
2
Exhibit "i"
Page 3 of 3
Temp. Reso 10140
Signed, sealed and delivered in the presence of: (GRANTOR)
�. LENNAR LAND PARTNERS, A FLORIDA
GENERAL PARTNERSHIP
W ITN SS
By: LENNAR HOMES, INC. ATTORNEY
Print nameIN FACT PURSUANT TO POWER
OF ATTORNEY RECORDED IN
OFFICIAL RECORDS BOOK 27298,
PAGE 824, OF THE PUBLIC RECORDS
OF BROWARD COUNTY, FLORIDA
WITNESS By:
Print name. �Lrr Irv/o%,y, ��� WJDavid B</ a -ice, VP of Operations
STATE OF FLORIDA 3
COUNTY OF PALm DeAC" 3
1 HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid
and in the County aforesaid to take acknowledgments, personally appeared Dblv� 6 M ems,01C-Q—
to me known to be the person described in and who executed the foregoing instrument and he
acknowledged before me that he executed the same.
WITNESS my hand and official seal in the County and State last aforesaid this 'c�' day of
MM A.D., 20 03
My Commission Expires:
%Y p��iy Rebecca Greene Notary Public
fin-: Com mtsdm # CC 999517
V. Expires D= 17, 71M
3ttarrtf�3�� OD., iwt
p:\projects\1105c\docs\deeds\quitclml.doc
3
CARNANA,ft- PRQCTOR • CROSS INC.
CERTIFICATE OF AUTHORIZATION NO. LB 2936
5101 WSST ATLANTIC BLVD., MARGATE, FL 33063
PHONE (954)972-3059 FAX (964)972-4178 E-MAIL: marplaCcarnahan-pnxior.00m
EXHIBIT "A"
DESCRIPTION AND SKETCH
(NOT A SURVEY)
LAKE AREAS IN
"SOUTHAMPTON"
LEGAL DESCRIPTION:
Exhibit "A"
Page 1 of 6
Temp. Reso 101
THOSE PORTIONS OF PARCEL "S", 'KINGS POINT REPLAT", ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 156, PAGE 3 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL "S"; ", SAID POINT BEING ON THE ARC OF
A CIRCULAR CURVE TO THE RIGHT, AT WHICH THE RADIUS POINT BEARS NORTH 67"23'27" EAST;
THENCE NORTHWESTERLY, NORTHERLY, AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
ALSO BEING THE EAST LINE OF SAID PARCEL "S" AND ITS PROJECTION, HAVING A RADIUS OF 2453.00
FEET AND A CENTRAL ANGLE OF 12003 11", A DISTANCE OF 516.03 FEET; THENCE SOUTH 79'28'38'
WEST, ALONG A LINE RADIAL TO THE LAST DESCRIBED CURVE, A DISTANCE OF 453.25 FEET TO A POINT
ON THE WEST LINE OF SAID PARCEL "S" AND THE POINT OF BEGINNING; SAID POINT BEING ON THE ARC
OF A CIRCULAR CURVE TO THE RIGHT, AT WHICH THE RADIUS POINT BEARS NORTH 54052-52" EAST;
THENCE NORTHWESTERLY, NORTHERLY, AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 101 °2076", A DISTANCE OF 88.44 FEET TO
THE POINT OF TANGENCY; THENCE NORTH 66013119" EAST, A DISTANCE OF 127.83 FEET TO THE POINT
OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE NORTHEASTERLY, NORTHERLY,
NORTHWESTERLY, AND WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 25,00 FEET
AND A CENTRAL ANGLE OF 155025'69", A DISTANCE OF 67.82 FEET TO THE POINT OF TANGENCY;
THENCE NORTH 89012'40" WEST, A DISTANCE OF 225.06 FEET TO THE POINT OF CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT; THENCE WESTERLY, AND NORTHWESTERLY ALONG THE ARC OF
SAID CURVE HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 66001'30", A DISTANCE OF
57.62 FEET TO A POINT TO BE KNOWN HEREINAFTER AS REF9RFNCg PMJ"K. ALSO BEING THE POINT
OF CUSP OF A CIRCULAR CURVE TO THE LEFT; THENCE ALONG SAID WEST LINE OF PARCEL "S" THE
FOLLOWING THREE (3) COURSES: SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS
OF 380,00 FEET AND A CENTRAL ANGLE OF 13'50'38", A DISTANCE OF 91.82 FEET TO THE POINT OF
TANGENCY; THENCE SOUTH 37'01148" EAST, A DISTANCE OF 147,64 FEET TO THE POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE
HAVING A RADIUS OF 380.00 FEET AND A CENTRAL ANGLE OF 01'54'40", A DISTANCE OF 12.68 FEET TO
THE POINT OF BEGINNING.
AND:
[u12��r:7:T1
COMMENCING AT SAID C O " ", BEING A POINT ON THE ARC OF A CIRCULAR CURVE TO
THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE
OF PARCEL "S", HAVING A RADIUS OF 380.00 FEET AND A CENTRAL ANGLE OF 31"24'29", A DISTANCE OF
208,31 FEET TO THE POINT OF TANGENCY; THENCE NORTH 02017'28" EAST, ALONG SAID WEST LINE, A
DISTANCE OF 359,69 FEET TO THE POINT OF BEGINNING; AND THE POINT OF CURVATURE OF A
CIRCULAR CURVE, TO THE RIGHT; THENCE NORTHERLY, NORTHEASTERLY, AND EASTERLY ALONG THE.
ARC OF SAID CURVE, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 88-28'50", A
DISTANCE OF 77.23 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 8901241" EAST, A DISTANCE OF
104.34 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE EASTERLY,
NORTHEASTERLY, NORTHERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A
RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 124'35'51", A DISTANCE OF 54.37 FEET TO THE POINT
OF TANGENCY; THENCE NORTH 33'48'32" WEST, A DISTANCE OF 201.46 FEET TO THE POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE NORTHWESTERLY, AND NORTHERLY
ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 52'43'57",
A DISTANCE OF 46.02 FEET TO A POINT TO BE KNOWN HEREINAFTER AS C O ", ALSO
BEING THE POINT OF CUSP OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHERLY, AND
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE OF PARCEL "S",
HAVING A RADIUS OF 1042.04 FEET AND A CENTRAL ANGLE OF 07020'42", A DISTANCE OF 133.59 FEET;
THENCE SOUTH 02'17'28" WEST, ALONG SAID WEST LINE, A DISTANCE OF 173.79 FEET TO THE POINT OF
BEGINNING.
KINGS POINT REPLAT -- PARCEL "S" ---T JOB NO- 6612QaC DATE: rD2 03 SHEET 1 OF 6 SHEETS
Exhibit "A"
Page 2 of 6
Temp. Reso 10140
AND:
LA C9 AREA "C"
COMMENCING AT SAID C O " ", BEING A POINT ON THE ARC OF A CIRCULAR CURVE
TO THE LEFT; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE
OF PARCEL "S", HAVING A RADIUS OF 1042.04 FEET AND A CENTRAL ANGLE OF 01 "59126", A DISTANCE
OF 36.20 FEET TO THE POINT OF BEGINNING AND THE POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE. RIGHT; THENCE NORTHERLY, AND NORTHEASTERLY ALONG THE ARC OF
SAID CURVE, AND ALONG SAID WEST LINE OF PARCEL "S', HAVING A RADIUS OF 50.00 FEET AND A
CENTRAL ANGLE OF 3901528", A DISTANCE OF 34.26 FEET TO THE POINT OF TANGENCY; THENCE
NORTH 5601 V28" EAST, A DISTANCE OF 187.21 FEET TO THE POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE LEFT; THENCE NORTHEASTERLY, NORTHERLY, AND NORTHWESTERLY ALONG THE
ARC OF SAID CURVE HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 103°00'00", A
DISTANCE OF 44.94 FEET; THENCE NORTH 46'48'32" WEST, A DISTANCE OF 161.70 FEET TO THE
POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE NORTHWESTERLY, AND
NORTHERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 50.00 FEET AND A CENTRAL
ANGLE OF 46°05'09", A DISTANCE OF 40.22 FEET TO A POINT TO BE KNOWN HEREINAFTER AS
Rff9R9NC PoIryZ^c", ALSO BEING THE POINT OF CUSP OF A CIRCULAR CURVE TO THE RIGHT;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE, HAVING A
RADIUS OF 1042.04 FEET AND A CENTRAL ANGLE OF 17039'22", A DISTANCE OF 321.11 FEET TO THE
POINT OF BEGINNING,
AND:
LAKE AREA
COMMENCING AT SAID R_FFl=R C _POINT "C", BEING A POINT ON THE ARC OF A CIRCULAR CURVE
TO THE LEFT; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE
OF PARCEL "g", HAVING A RADIUS OF 1042.04 FEET AND A CENTRAL ANGLE OF 02024'22', A DISTANCE
OF 43.76 FEET TO THE POINT OF BEGINNING; AND THE POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT; THENCE NORTHERLY, AND NORTHEASTERLY ALONG THE ARC OF
SAID CURVE, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 46019-12'. A DISTANCE OF
40.42 FEET TO THE POINT OF TANGENCY; THENCE NORTH 43°1128" EAST, A DISTANCE OF 191.88
FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE
NORTHEASTERLY, NORTHERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A
RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 95"0916% A DISTANCE OF 41.96 FEET TO THE
POINT OF TANGENCY; THENCE NORTH 52'58'07' WEST, A DISTANCE OF 171.67 FEET TO THE POINT
OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE NORTHWESTERLY, AND
NORTHERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 50.00 FEET AND A CENTRAL
ANGLE OF 51 "09'43", A DISTANCE OF 44.66 FEET TO THE POINT OF TANGENCY; THENCE SOUTH
0104824" EAST, ALONG SAID WEST LINE, A DISTANCE OF 284.95 FEET TO A POINT ON THE ARC OF A
CIRCULAR CURVE TO THE RIGHT AT WHICH THE RADIUS POINT BEARS SOUTH 82457"38" WEST;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID WEST LINE, HAVING A
RADIUS OF 1042.04 FEET AND A CENTRAL ANGLE OF 0305419", A DISTANCE OF 71,12 FEET TO THE
POINT OF BEGINNING.
AND:
LAL<F= AREA "F"
COMMENCING AT THE NORTHEAST CORNER OF SAID PARCEL "S"; THENCE NORTH 79053'27" WEST,
ALONG THE NORTH LINE OF SAID PARCEL "S', A DISTANCE OF 22.55 FELT TO THE POINT OF
BEGINNING; THENCE CONTINUE NORTH 79"5376" WEST ALONG SAID NORTH LINE, A DISTANCE OF
10,86 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE WESTERLY
ALONG THE ARC OF SAID CURVE, AND ALONG SAID NORTH LINE, HAVING A RADIUS OF 2020.00 FEET
AND A CENTRAL ANGLE OF 06027'06", A DISTANCE OF 227.46 FEET TO A POINT TO BE KNOWN
HEREINAFTER AS C O ", ALSO BEING THE POINT OF CUSP OF A CIRCULAR CURVE
TO THE RIGHT; THENCE EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING
A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 44447-38", A DISTANCE OF 39.09 FELT TO THE
POINT OF TANGENCY; THENCE SOUTH 41 °32'55" EAST, A DISTANCE OF 142.09 FEET TO THE POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE SOUTHEASTERLY, EASTERLY, AND
NORTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 25,00 FEET AND A
CENTRAL ANGLE OF 110021'34", A DISTANCE OF 48.15 FEET TO THE POINT OF TANGENCY; THENCE
NORTH 28"0531" EAST, A DISTANCE OF 85.46 FEET TO THE POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE
HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 72'01'02", A DISTANCE OF 31.42 FEET TO
THE POINT OF BEGINNING.
AND:
KINGS POINT REPEAT -PARCEL "S" -- JO8 NO.: 881205C PATE: 5-02.03 SWEET 7 OF 8 SHEETS
Exhibit "A"
Page 3 of 6
LEGAL. DESCRIPTION (CONTINUED)
Temp. Reso 10140
COMMENCING AT SAID REFEREbICE f!OINj!Q--, BEING A POINT ON THE ARC OF A CIRCULAR CURVE
TO THE LEFT; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, AND ALONG SAID NORTH LINE
OF PARCEL. "S", HAVING A RADIUS OF 2020.00 FEET AND A CENTRAL ANGLE OF 01 °04'06", A DISTANCE
OF 37.66 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WESTERLY ALONG THE ARC OF
SAID CURVE, AND ALONG SAID NORTH LINE, HAVING A RADIUS OF 2020,00 FEET AND A CENTRAL
ANGLE OF 11 "18'39", A DISTANCE OF 398.77 FEET TO THE POINT OF CUSP OF A CIRCULAR CURVE TO
THE RIGHT; THENCE EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A
RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 39050'01", A DISTANCE OF 34.76 FEET TO THE
POINT OF TANGENCY; THENCE SOUTH 58053'18" EAST, A DISTANCE OF 197.96 FEET TO THE POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE SOUTHEASTERLY, EASTERLY, AND
NORTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 25.00 FEET AND A
CENTRAL ANGLE OF 72039'38, A DISTANCE OF 31.70 FEET TO THE POINT OF TANGENCY; THENCE
NORTH 48"27'05" EAST, A DISTANCE OF 173.35 FEET TO THE POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE
HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 44008'18", A DISTANCE OF 38.62 FEET TO
THE POINT OF BEGINNING,
SAID LANDS SITUATE IN THE CITY OF TAMARAC, BROWARO COUNTY, FLORIDA, AND CONTAIN 3.142
ACRES, MORE OR LESS.
NOTES
1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATU13E AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN
WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION.
3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS -OF -WAY, AND RESTRICTIONS OF
RECORD.
4• ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED.
5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS -OF -WAY,
EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION
NEED BE OBTAINED.
6. THIS IS NOT A SURVEY.
ABBREVIATIONS
A
. ARG LENGTH
F.Fl.
- FLORIOA POWER A LIGHT GO.
P•O C.
. POINT OF COMMENCEMENT
0.0 R.
= BROWARD COUNTY RECORDS
L.M.E.
■ LAKE MAINTENANCE EASEMENT
P.O.T.
- POINT OF TERMINATION
C.N E.
• CANAL MAINTENANCE EASEMENT
N,T,S,
= NOT TO SCALE
R
- RADIUS
0
= DELTA (CENTRAL ANOLE)
O.R.S.
= OFFICIAL FIECOPQ BOOK
REF
= REFERENCE POINT
D.E.
w DRAINAGE EASEMENT
P.B.
■ PLAT BOOK
RAN
w RIGHT-OF-WAY
0-.u., &
C.M.E.
- DRAINAGE, UTILITY s CANAL
P,0�6.
= POINT OF BEGINNING
E
U .
= UTILITY EASEMENT
MAINTENANCE EASEMENT
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH
MINIMUM TECHNICAL STANDARDS FOR SURVI=YS AS CONTAINED IN CHAPTER 611311-6, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID
13E=SCRIPTION AND SKETCH Is TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
DONNA C, WEST
PROFESSIONAL SURVEYOR AND MAPPER
DATE OF LAST FIELD WORK: NOT A SURVEY
KINGS POINT REPLAT — PARCEL "S" ' JOB NO.: 881205C DATE: 5-02 03 SHEET 3 OF 8 SHEETS
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Page 4 of 6
Temp. Reso 10140
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Page 6 of 6
Temp. Reso 10140 4, 9,.
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6 OF 6