HomeMy WebLinkAboutCity of Tamarac Resolution R-81-188Introduced by Temp #1991
Rev. 7/21/81
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CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R- g/ — f yf j`
A RESOLUTION APPROVING A CANAL MAINTENANCE EASEMENT
FOR TRACT 13, LAND SECTION 6, TOWNSHIP 49 SOUTH, RANGE
41 EAST, BROWARD COUNTY, FLORIDA OFFERED BY F. & R.
BUILDERS, INC., PURSUANT TO STIPULATION 10
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA:
SECTION 1: That the EASEMENT FOR Construction, cleaning
and maintenance of the canal on Tract 13, Land Section 6, Township
49 South, Range 41 East offered by F. & R. Builders, Inc., pursuant
to Stipulation No. 10 is hereby approved, copy attached Exhibit "A".
SECTION 2: This Resolution shall become effective immediate-
ly upon its adoption.
PASSED, ADOPTED AND APPROVED this �q day of 1981
Walter W. Falck, Mayor
ATTEST:
.Col Evans, Ass't City Clerk
I HEREBY CERTIFY that
I have approved the form
and correctness of this
Resolution.
Arthur Birken, City Att'y
MAYOR:
DISTRICT
. DISTRICT
DISTRICT
DISTRICT
RECORD OF COUNCIL VOTE
EASEMENT FOR CANAL MAINTENANCE
THIS INDENTURE, made this 1st day of July, 1981, by and
• between F & R BUILDERS, INC., a Florida corporation, (the "Grantor")
and the City of Tamarac, a municipal subdivision of the State of
Florida, and its successors in interest (the "Grantee").
ILW I T N E S S E T H:
WHEREAS, Grantor is the owner of the hereinafter described
land in Broward County, Florida; and
WHEREAS, the parties hereto desire that the drainage canal
which will lie adjacent to said land be maintained and kept free
and clear of all obstructions, debris, filth , and other vegetable
matter, and the Grantor, to accomplish said purpose is willing to
convey to Grantee an easement herein described to be used by the
Grantee for the construction, cleaning and maintenance of said canal.
NOW, THEREFORE, in consideration of the premises, and the
sum of One Dollar ($1.00) in hand paid by the Grantee, the receipt
and adequacy of which is hereby acknowledged, the Grantor has
granted, bargained and sold, and by these presents does hereby
grant, bargain, sell and convey to the Grantee an easement over,
along and across the following described land lying and being
in Broward County, Florida:
See Composite Exhibit "A" attached hereto and made a
part hereof.
together with the right to remove all trees, growth and shrubbery
therefrom and to temporarily deposit such spoil, filth and other
vegetable matter which the Grantee shall remove from the canal from
time to time in the construction, cleaning and maintenance of said
canal, and together also with the right to the Grantee to use said
strip of land in such manner as may be necessary in the operation of
the equipment used by the Grantee in the construction and cleaning
of said canal.
All of the provisions herein shall inure to the benefit of
the assigns and the successors in interest of the parties hereto.
IN WITNESS WHEREOF, Grantor has set its hand and seal as of
the day and year first above written.
Signed, sealed and delivered
in the presence of:
F & R BUILDERS, INC.,
a Florida corporate n
--? ?6,�/ (Corporate
By - Seal)
M. E. SALEDA
Vice President
STATE OF FLORIDA
ss.
COUNTY OF DADE )
The foregoing instrument was acknowledged before me this
1st day of July, 1981, by M. E. SALEDA, Vice President of F & R
BUILDERS, INC., a Florida corporation, on alf of th orpo tion.
NOTARY PUBLI
My Commission Expires: State of Florida at Large
NO APl '%111RI !( ,IA7[ JA �(+)RiDA 4, OAK; E
MY COMMISSION EVIRES MAY 2 /- 1987
SONUEE) THRU GENEW INS. UNDERWRITERS
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSL► MV Z4WNU'RS LAND SURVEYORS
LAND "ll'"WNENr CONSMUNM
101 N. STATE ROAD T 5-9 - 959
Bt'C�f�G`�/ DATE f 5-81 DRAIIM l..i CHECKED• L16A5 IFa./P0.
EXHIBIT "A"
FOR CANAL MAINTENANCE EASaENT
MAINTENANCE PARCEL "F - 5 d
A PORTION OF SECTION 6, T01*4SHIP 49 SOUTH, RANGE 41 EAST, BROWARD OOUNTY, FIARIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CI MEMING AT THE SOUTHEAST (SE)
CORNER OF SECTION 6: THENCE N.00006'44"W., AIONG THE EAST LINE OF SAID SECTION 6,
A DISTANCE OF 5633.62 FEET; THENCE S.89053'!(p"W., A DISTANCE OF 766.33 FEET TO THE
POINT OF BEGINNING, SAID POINT ALSO LYING ON THE SOUTH LINE OF AN 80.00 FOOT RICM,_
(F-WAY KNOWN AS N.W. 80th STREET AS RECORDED IN O.R. BOOK G21o0, PAGE 4v19 , THENCE
S.28027'53"W., A DISTANCE OF 600.64 FEET, THENCE N.84055'51"W. A DISTANCE OF 21.79
FEET: THENCE N.28027'53"E. A DISTANCE OF 609.29 FEET TO A POINT LYING CN AFORESAID
SOUTH RIGHT -OF WAY LINE; THENCE S.61032'07"E. ALONG SAID RIGHT-OF-WAY A DISTANCE
OF 20.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN
BFG"'AM COUNTY, FLORIDA AND CONTAINING 0.2778 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKEMi AND TMAL DESCRIPTION IS TRUE AND ODRRECT TO
THE BEST KN D RELIEF.
1.00
DANIEL L. CARNAHAN
REGISTERED LAND SURVEYOR #3002
STATE OF FLORIDA
NOTES:
A) REPRODUCTIONS OF THIS SKETICH ARE NOT VALID UNIESS SEALED WITH AN M30SSED SURVEYOR'S
SF -AL.
B) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEM NI5 AND/OR RIGHTS -OF -WAY OF
RECORD.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOpmENT CONSULTANTS
101 N. STATE ROAD 7 MtARGATE, FL. 33063 305 - 972- 3959
t UATE DRAWN CHECKED FH/PG
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD 7 MARGATE, FL. 33063 305 - 972 - 3959
JOS NO. pQ t
DATE
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CHECKED D L.
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EXHIBIT "A"
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A PORTION OF SECTION 6, TOWNSHIP 49 SOUTfi, RANG 41 EAST, BROWARD COUNTY, FWXM
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CLrT'ENCING AT THE SOUTHEAST (SE)
CORNER OF SECTION 6: THENCE N.00006'44"W., ALCM THE EAST IME OF SAID SECTION
6, A DISTANCE OF 5600.14 FEET; THENCE S.890515'140"W., A DISTANCE OF 704.86 FEET
TO THE POINT OF BEGINNING, SAID POINT ALSO LYING ON THE SOUTH I OF AN 80.00
FOOT RIGHT-OF-hMY KNOWN AS N.W. 80th STREET AS RECOMED IN O.R. BOOK GZtvo ,
PAGE &111 ; TEEJCE 'S.28027' 53"W. , A DISTANCE OF 570.53 FEET TO A POINT LYING ON
A CIRCULAR CURVE 70 THE LEFT HAVING AN INITIAL TANCEW BEARING OF N.84006'52"W.;
THENCE WESTERLY AILNG THE ARC OF SAID CURVE HAVING A RADIUS Or 1570.00 FEET, A
CENTRAL ANGLE Or 00047'34", AN ARC DISTANCE OF 21.72 FEET, THENCE N.28027'53"E.
A DISTANCE OF 579.01 FEET TO A POINT LYING ON AFORESAID SOUTH RIGHT -OF VAY LINE:
THENCE S. 61032' 07"E. AL(NG SAID RIGHT-OF-WAY A DISTANCE OF 20.00 FEET TO THE
POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY,
FTARIDA AND CONTAINING 0.2639 ACRES, MDRE OR LESS.
I. • HEREBY CERTII•'Y THAT THIS SKETCH AND LEGAL DESCRIPTION IS TRUE AND CORRECT
TO THE T AND BELIEF.
DANIEL L. CA NAHAN -
REGIST=. LAND SURVEYOR #3002
STATE OF FLDRIDA
NOTES:
A) REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMOSSED
SURVEYOR'S SEAL.
B) LP.NDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY
OF RECORD.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD T MARGATE r FL. 33063 305 - 972 - 3959
oAT E ? , 1 . 81 oRawN CHECKED � . L .
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• DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SMVEYORS
LAND DEVEILOMENr CONSULTANTS
101 N. STATE ROAD 7 MARGATEtFL. 33063 305-972.3959
DATE j
JmAwN J-L. lCmEcKED9.L 6 F8/P0
EXHIBIT "A "
SK MM AND IBGAL DESCRIPTION
FOR CANAL MAIg1ENANCE EASEMENT
MADMNANCE PARCEL "(r3-
A PORTION OF SECTION 6, TOWNSHIP 49 SOUTH, RANGE 41 EAST, BROWARD COUNTY, FLORIDA
CORNER
BEING MOREOF PARTIARLY MSOU:BED AS FOLLOWS: COMMENCING AT THE SOUTHEAST (SE)
SAIDCUL
SECTION 6; THENCE N.00006'44"W. AICW,
SECTION
6 A DISTANCE.Cp 5967.31 FEET; THENCE S.89053'16"W,, ADISTANCE OF 1EAST LIM �8 95DFEET To
THE POD' OF BEGINNING: THENCE S.28027'53"W. A DISTANCE OF 12.18 FEET TO THE POINT
OF CURVATURE OF' CI aLAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF
380.00 FEET, A CENTRAL ANGLE OF 27018'23", FOR AN ARC DISTANCE OF '
THE POINT OF TANGENCY� Zi VCE S. 55046' 17"W. 181.10 FELTTO
A DISTANCE OF 453. 35 FEET: THENCE
N.34013'43"W. A DISTANC,'E or 20.00 FEET; THENCE N.55046'17"E. A DISTANCE OF 453.35
FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE M THE LEFT HAVING A RADIUS
OF 360.00 FEET, A CENTRAL ANGLE OF 27018'23", FOR AN ARC DISTANCE OF 171.57 FEET
TO TfE'PO'NT OF TANGJaCy; THENCE N.28027'53"E. A DISTANCE; 12.18 FEEL' TO A POINT
LYING CAI THE LINE OF AN 80.
RECORDED IN O..RR.. BOOK GI(v, PACE m/ 9 FOOT RIGHT-OF-WAY KNOWN AS N.W. 80th STREET AS
B
O, THENCE 5,61032107"E. ALONG SAID RIGHT -
THE A DISTANCE OF 20.00 FEET Tip' POINT OF BEGINNING.
SAID LANDS, SITUATE, LYING AND BEING IN BF
ACRES, MORE OR LESS. mWARp COUNTY, FLORIDA CONTAINING 0.295
I THIS SEETCH AND LEGAL THE cam. • t� CORRECT •
DANIEL. L. CARNAHAN
RDGISTERED LAND SURVEYOR #3002
STATE OF FLORIDA
NOTES:
A) REPRODUCTIONS OF THIS SKETICH ARE NOT VALID UNLESS SEALED WITH AN M30SSED
SURVEYOR'S SEAL.
B) LAND SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF
RECORD.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOpmENT CONSULTANTS
101 N. STATE ROAD 7 MARGATE, FL. 330 305 - 972.3959
;,� N0�0lUBOGq/ DATE DRAWN
%-/-B/ CHECKED lFolpa
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DANIEL CARNAHAN CONSU-TING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SW VEYORS
LAND DEVEMCM-NT CONSULTANTS
101 N. STATE ROAD T MARGATE I FL. 33063 305- 9T2 - 3959
J08 N0. GATE DRAMIN
BOOd08/ i-/-8/ .eGw c.NECK® OLC IF8/Po
EXHIBIT "A 11
SKETCH AMID LEGAL DESCRIPTION
FOR CANAL MAINTENANCE EASEMENT
MAINTENCE PARCEL W 4'
A PORTION OF SECTION 6, TOWNSHIP 49 SOUTH, RANGE 41 EAST BROWARD COUNTY, FLORIDA
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST (SE)
E
CORNER OF SAID SECTION 6; ZHDK N.00`"oU6' 44"W. ALONG THE EAST LINE OF SAID SECTION
6 A DISTANCE OF 5933.83 FEET: THENCE S.89053116"W. A DISTANCE OF 1317.47 FEET TO
THE POINT OF BEGimi%: WE NCE S.28027153"W. A DISTANCE OF 12.18 FEET TO THE
POINT or CURVATURE OF A CIRCULAR CURVE M THE RIGHT, SAID CURVE HAVING A RADIUS
OF 450.00 FEET, A CENTRAL ANGLE OF 27018-23", FOR AN ARC DISTANCE OF 214.46 FEET
TO THE POINT OF TANGENCY: Z MXE S. 55046' 17"W. A DISTANCE OF 453.35 FEET N.34013' 43"W
A DISTANCE OF 20.00 FEET: nMKE N.55046'17"E. A DISTANCE 453.35 FEET TO THE POINT
OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 430.00 FEET,
A C DM?AL ANGLE OF 271)18123", FOR AN ARC DISTANCE OF 204.93 FEET TO THE POINT OF
TANGENCY; THENCE N.28027153"E. A DISTANCE OF 12.18 FEET Tb A POINT LYING ON THE
SOUTH LINE OF AN 80.00 FOOT RIGHT-(FWAY RKM AS N.W. 80th STREET AS RECORDED
IN O.R. BOOK 6140, PACE 6/9 , THENCE S.61032'07"E. ALONG SAID RIC3IT-OF WAY A
DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE LYING AND BEING IN BROWARD COUNTY, FLORIDA CONTAINING
0.310 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKETCH AND LEGAL DESCRIPTION IS TRUE AND CORRECT ZO THE
BEST OF MY.dfl aREDDG . BELIED.
DANIEL-L. CARNAHAN
REGISTERED LAND SURVEYOR #3002
STATE OF FLORIDA
A) REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
B) LANDS SHCJjJN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS-OFWAY
OF RECORD.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD T MARGATE, F-L. 33M 305 - 9T2 - 3959
JOB N0, DATE 1 DRAWN CHECKED F8/P6
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
.LAND DEVELOPMENT CONSULTANTS
101 N. STATE ROAD 7 MARGATE,FL. 33063 305-972-3959
_h NOo doo6vd/ SATE 7-/-B/ WM �� CHECKED OLG FB PO