HomeMy WebLinkAboutCity of Tamarac Resolution R-2005-091Temp. Reso. #10664
March 1, 2005 1
CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-2005- q I
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF TAMARAC, FLORIDA, AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO ACCEPT AND
EXECUTE A "TAMARAC WATER AND SEWER UTILITY
EASEMENT" WITH WEST POINTE LAND, L.L.C., FOR THE
STATE STREET PROJECT, LOCATED NORTH OF
COMMERCIAL BOULEVARD BETWEEN NOB HILL ROAD
AND HIATUS ROAD, TO ALLOW LEGAL ACCESS BY CITY
UTILITY PERSONNEL FOR INSTALLING, MAINTAINING,
AND OPERATING THE WATER DISTRIBUTION AND
SEWAGE COLLECTION SYSTEM IMPROVEMENTS;
AUTHORIZING AND DIRECTING THE CITY CLERK TO
RECORD SAID AGREEMENT IN THE PUBLIC RECORDS OF
BROWARD COUNTY; PROVIDING FOR CONFLICTS;
PROVIDING FOR SEVERABILITY; AND PROVIDING FOR
AN EFFECTIVE DATE.
WHEREAS, the City Commission has approved the Site Plan for the State Street
Project, located north of Commercial Boulevard between Nob Hill Road and Hiatus Road
(attached hereto in map form as "Exhibit 1"); and
WHEREAS, the State Street Project requires the installation of Water Distribution
and Sewage Collection System Improvements; and
WHEREAS, an easement is required by City Code Section 22-191 for the Water
Distribution and Sewage Collection System Improvements necessary to serve the State
Street Project; and
1
Temp. Reso. #10664
March 1, 2005 2
WHEREAS, West Pointe Land, L.L.C., has offered a "Tamarac Water and Sewer
Utility Easement" for the Water Distribution and Sewage Collection System Improvements
associated with the State Street Project; and
WHEREAS, it is the recommendation of the Director of Public Works and the
Director of Utilities that this easement be accepted and executed for the State Street
Project; 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 and execute
a "Tamarac Water and Sewer Utility Easement" with West Pointe Land, L.L.C., for the
State Street Project, required for installing, maintaining and operating the Water
Distribution and Sewage Collection System Improvements.
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.
SECTION 2: The appropriate City Officials are hereby authorized to accept
and execute a "Tamarac Water and Sewer Utility Easement" (attached hereto as "Exhibit
2") with West Pointe Land, L.L.C., for the State Street Project, located north of Commercial
Boulevard between Nob Hill Road and Hiatus Road, to allow legal access by City Utility
Personnel in performing their duties, including utility installation, maintenance and
operation.
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SECTION 3: The City Clerk is hereby authorized and directed to record said
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Temp. Reso. #10664
March 1, 2005 3
Agreement in the Public Records 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.
SECTION 6: This Resolution shall become effective immediately upon its
passage and adoption.
PASSED, ADOPTED AND APPROVED this�day of�4v1 ,
2005.
/_II■111*39
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MARION SWENSC CC
CITY CLERK
I HEREBY CERTIFY that
I have approved this
RESOLUTION as to form.
UEL S. GOREN
INTERIM CITY ATTORNEY
JED/DM
JOE SCHREIBER
MAYOR
RECORD OF COMMISSION VOTE:
MAYOR SCHREIBER
DIST 1:
COMM. PORTNER
DIST 2:
V/M TALABISCO
DIST 3:
COMM. SULTANOF
DIST 4:
COMM. ROBERTS A 6
Temp. Reso. No. 10664
CITY OF TAMARAC Scale: N.T.S N
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STATE STREET
EXHIBIT 1
CITY of TAMARAC, BROWARD COUNTY, FLORIDA
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SEC. 7, TWP. 49, RGE. 41
Exhibit "2"
Temp. Reso. No. 10664
TAMARAC UTILITIES
WATER AND SEWER UTILITY EASEMENT
FOR: STATE STREET Nob Hill Road to Hiatus Road
NAME OF PROJECT
On this day of
June
, 2004, that West Pointe Land, L.L.C. having
an address of 200 Madison Street 37th Floor Chicago, IL 60606 ,
hereinafter ("Grantor"), expressly grants an easement to the City of Tamarac, a
municipal corporation of the State of Florida, having an address at 7525 Northwest 88th
Avenue, Tamarac, Florida, 33321, (hereinafter "Grantee"), subject to the following
provisions and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable considerations paid by Grantee to Grantor, receipt of which is hereby
acknowledged by both parties.
Grantor is the fee simple owner of that parcel of real property, a legal description
and sketch of which is attached hereto as Exhibit "A", and incorporated by reference
herein, (hereinafter "the servient estate")
Grantor hereby grants, bargains and sells to Grantee, its successors and
assigns, a perpetual easement under, over and upon a portion of the servient estate, a
legal description of which is attached hereto as Exhibit "B" and incorporated by
reference herein, (hereinafter "the easement area")
Grantee may use the easement area for laying, installing, maintaining, operating
and altering of water lines and appurtenant facilities, sewer lines and appurtenant
facilities as well as for surface water storm drainage, and for other comparable public
utility purposes.
Grantee's right to utilize the easement area shall be exclusive to the extent that
Grantor shall grant no easement or license, nor make any covenants, having the effect
of permitting use of the easement area by one other than Grantee, except grantor may
furnish an easement to Florida Power and Light, Bell South, Sunrise Gas or franchised
cable TV that crosses this easement at right angles.
980605 1 Water and Sewer Utility Easement
Grantor may, for its own purposes, utilize the easement area and shall retain a
right of free ingress and egress under, over and upon the easement area; provided that,
in no event, shall any of the rights herein reserved to Grantor impede the easement
herein granted or the exercise of the rights of use thereunder.
Grantee shall have the right to remove any natural or man made obstructions
placed on the easement which impede the easement herein granted or the exercise of
the rights thereunder.
Grantor grants to the Grantee, a perpetual non-exclusive easement upon the
servient estate whereby Grantee shall have reasonable access necessary to fully
exercise Grantee's rights within the easement area.
The provisions of the easement shall be binding on the parties hereto and their
respective successors and assigns as a covenant running with and binding upon the
servient estate.
This easement shall not be released or amended without consent of the Grantee
as evidenced by a document signed with the same formalities as this document.
Grantee shall record this document in the Public Records of Broward County,
Florida.
This instrument contains the entire agreement between the parties relating to the
rights granted and the obligations assumed pursuant to this instrument. Any oral
representations or modifications concerning this instrument, shall be of no force and
effect, excepting a subsequent modification reduced to writing, signed by the party to be
charged therewith.
980605 2 Water and Sewer Utility Easement
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal on the day and
year first above written.
Itness \ i
Type Name U G
It ss
Type Name pXl n 1-Ve rS O
(GRANTOR)
West Pointe Land, L.L.C., a Delaware
limited liability company
Name: Ro bin Cohen
Title: Vice President
Name: Kevin D. Lynch
Title: Vice President
980605 3 Water and Sewer Utility Easement
STATE OF ILLINOIS
: SS
COUNTY OF Cook
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 �ev � 1 , to me known to be the person(s)
described in and who executed thb foregoing instrument and acknowledged
before me and under oath that executed the same.
WITNESS my hand and official seal this Aa4 day of
200�.
E
CIAL &EAL
E A. RODRIGUEZ
IC, STATiw OF ILLINOISON EY,V�ir-IE 2 5 7005
N Personally known to me, or
( ) Produced Identification
NOTARY PUBLIC, State of Illino'
at Large
(Name of Notary Public: Print,143tamp,
or type as Commissioned)
Type of I.D. Produced
( ) DID take an oath, or ( ) DID NOT take an oath.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal on the day and
year first above written.
ATTEST: , GRANTO
4-1By:By:
Type Name K cv "b 1-ukd, Type Name 1Zo�j i vim_ Co � e„\
Corporate Seefetary V -,x�,aPresident
(Corporate Seal)
980605 4 Water and Sewer Utility Easement
STONER & ASSOCIATES, Inc.
4341 SW 62nd Avenue SURVEYORS - MAPPERS Tel. (954) 585-0997
Davie, Florida 33314 LB. 0033
Fax (954) 585-3927
LEGAL DESCRIPTION OF STATE STREET
WESTPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGAL DESCRIP770N:
A PORTION OF TRACTS A AND D, WESTPOINT SECTION 7 PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 162, PAGE 23, OF
THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT A;
THENCE S. 03 09 39 ""W., A DISTANCE OF 181.81 FEET;
THENCE S.012448"E, A DISTANCE OF 300.00 FEET;
THENCE S4335'13"W, A DISTANCE OF 49.50 FEET TO THE POINT OF BEGINNING,•
THENCE S063628"E., A DISTANCE OF 732.55 FEET. THE PREVIOUS FOUR (4) COURSES BEING COINCIDENT WITH THE EAST LINE OF SAID TRACTS
A AND D;
THENCE N.462447"W., A DISTANCE OF 46.79 FEET
THENCE S.8979'54"W., A DISTANCE OF 252.59 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE NORTH;
THENCE WESTERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, TO THE RIGHT, HAVING A CENTRAL ANGLE OF 157646' AND A RADIUS
OF 1230.00 FEET FOR AN ARC DISTANCE OF 328.01 FEET TO A POINT OF REVERSE CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTH;
THENCE NORTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, TO THE LEFT HAVING A CENTRAL ANGLE OF 21 48"O7' AND A RADIUS
OF 1170.00 FEET FOR AN ARC DISTANCE OF 44520 FEET TO A POINT OF TANGENCY;
THENCE S.8248'50"W., ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE A DISTANCE OF 42.86 FEET TO A POINT ON THE ARC OF A
NON -TANGENT CURVE CONCAVE TO THE EAST, A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF N.827342"W, SAID
POINT ALSO BEING ON THE WEST LINE OF SAID TRACT A;
THENCE NORTHERLY ALONG SAID WEST LINE AND THE ARC OF SAID CURVE, TO THE RIGHT HAVING A CENTRAL ANGLE OF 01'10'17" AND A
RADIUS OF 2935.00 FEET FOR AN ARC DISTANCE OF 60.00 FEET TO A POINT ON A NON -TANGENT LINE;
THENCE N.8248'50 E, A DISTANCE OF 42.86 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTH;
THENCE EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, TO THE RIGHT HAVING A CENTRAL ANGLE OF 2148'07" AND A RADIUS
OF 1230,00 FEET FOR AN ARC DISTANCE OF 468.04 FEET TO A POINT OF REVERSE CURVATURE OF TANGENT CURVE CONCAVE TO THE NORTH;
THENCE SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE TO 774E LEFT HAVING A CENTRAL ANGLE OF 1577'13" AND A RADIUS
OF 1170.00 FEET FOR AN ARC DISTANCE OF 312.16 FEET TO A POINT OF TANGENCY;
THENCE N.897954"E, ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE A DISTANCE OF 234.05 FEET;
THENCE N.43;35'13"E, A DISTANCE OF 54.71 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE WITHIN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA, CONTAINING 1.51 ACRES (65,931 SQUARE FEET), MORE OR LESS.
SURVEY N07EES.•
1. THE LANDS SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY STONER
& ASSOCIATES, INC.
2. THE BEARINGS SHOWN HEREON ARE BASED ON A PLAT BEARING OF S.89 07'00"E, ALONG THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER
(SW X) OF SEC7701V 7, TOWNSHIP 49 SOUTH, RANGE 41 EAST.
3. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY, (THIS IS NOT A SURVEY).
4. THIS SKETCH WAS PREPARED BY THIS FIRM WITHOUT THE BENEFIT OF A 717LE SEARCH. THE LEGAL DESCRIPTION SHOWN- HEREON WAS
AUTHORED BY STONER & ASSOCIATES, INC.
THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIP77ON SHOWN HEREON IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
FURTHER CERTIFY THAT THIS SKETCH AND LEGAL DESCRIP71ON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD- OF PROFESSIONA SEAL
AND MAPPERS 1N CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE' CODE PURSUANT TO SECTION 472.07, FLORIDA STATUTES.
REVISIONS DATE BY 0
NOT VALID UNLESS N
JAMER DE LA ROCHA �n___,__% SEALED HERE WITH
N
PROFESSIONAL SURVEYOR AND MP�PER N0. 8080 AN EMBOSSED
STATE OF FLORIDA AN
SEAL t�
UJ
DATE OF SKETCH: I DRAWN BY CHECKED BY I FIELD BOOK
05/15/02 ,1DLR ADS N/A SHEET 1 OF 2
e
4341 SW 62nd Avenue
Davie, Florida 33314
LOCATION MAP
(NOT TO iCRIFI
LEGEND:
P.B..
PLAT BOOK
PG.
PACE
B.C.R.
BROWARD COUNTY RECORDS
L.B..
LICENSED BUSINESS
(�
CENTERLINE
R.O.W:
RIGHT-OF-WAY
— �--
BREAK IN LINE SCALE
-/-/-
NON -VEHICULAR ACCESS LINE
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PROPOSED 60' WIDE ROAD
z I 0 1.51 ACRES f (65,931 SO. FT.)
R-1170.00' A-445.20' P7y
z 50 W SOUTH LINE OF TRACT A PER PLAT
NORTH LINE OF 7RACT D PER PLAT
R-2935.00'
A=60.00'
D-0170'17"
STONER & ASSOCIATES, Inc.
SURVEYORS - MAPPERS
I.B. 6633
SKETCH OF STATE STREET
WES TPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
TRACT A
WES7PO/NT SEC77ON 7 PLAT
P.B. 162. PG. 23, B.C.R.
Tel. (954) 585-0997
Fax (954) 585-3927
SCALE: 1" = 160'
0 40 60 160 320
GRAPHIC SCALE
POINT OF
COMMENCEMENT
NE CORNER OF TRACT A
INGRESS -EGRESS
R;� r EASEMENT
70.oo00, A�3i2.16,
1T13" N 897954" E
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WES7POINT SECTION 7 PLAT �s
P.B. 162, PG. 23, B.C.R.
_R*2RQ SHEET 2 OF
Exhibit "B"
STONER & ASSOCIATES, INC.
SURVEYORS - MAPPERS Tel. (954) 585-0997
,4341 S.W. 62nd Avenue LB5. 6633
Davie, Florida 33314 Fax (954) 585-3927
LEGAL DESCRIPTION OF A 15 FOOT WDE WATER EASEMENT
(OVER STATE STREET)
WESTPOWT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGAL DEWMPnON:
A 15 FOOT WIDE WATER EASEMENT BEING A PORTION OF TRACTS A AND D, WESTPOINT SEC77ON 7 PLAT, ACCORDING TO THE
PLAT 7HEREOF RECORDED IN PLAT BOOK 162, PAGE 23, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. THE
CENTERUNE OF SAID 15 FOOT WIDE WATER EASEMENT MORE PAR77CULARLY DESCRIBED AS FOLLOWS; -
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT A;
THENCE S 03V9 39"W., A DISTANCE OF 181.81 FEET,
THENCE S 0124'48"E., A DISTANCE OF 300.00 FEET,
THENCE S.4335'13"W., A DISTANCE OF 49.50 FEET
THENCE S.06361281E, A DISTANCE OF 86.65 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED CENTERLINE. 7HE
PREVIOUS FOUR (4) COURSES BEING COINCIDENT WITH THE EAST LINE OF SAID TRACT A;
THENCE S.897954"W., A DISTANCE OF 185.73 FEET TO A REFERENCE POINT A", -
THENCE CON77NUE S.89'19'54"W., A DISTANCE OF 36.40 FEET TO A REFERENCE POINT B",•
THENCE CON77NUE S.897954"W., A DISTANCE OF 59.07 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE
TO 7HE NORT N,•
THENCE WES7ERLY AND NORTHWESTERLY ALONG 7HE ARC OF SAID CURVE, TO THE RIGHT, HAVING A CENTRAL ANGLE OF
1058'35" AND A RADIUS OF 121ZOO FEET FOR AN ARC DISTANCE OF 233.15 FEET TO A POINT OF COMPOUND CURVATURE
OF A TANGENT CURVE CONCAVE TO THE NORTH. SAID POINT ALSO BEING REFERENCE POINT "C",•
THENCE CONTINUE NORTHWESTERLY ALONG 7HE ARC OF SAID CURVE TO 7HE RIGHT, HAVING A CENTRAL ANGLE OF 0135'18"
AND A RADIUS OF 1217.00 FEET FOR AN ARC DISTANCE OF 33.74 FEET TO A POINT OF COMPOUND CURVATURE OF A
TANGENT CURVE CONCAVE TO THE NORTH. SAID POINT ALSO BEING BEING REFERENCE POINT D
THENCE CON77NUE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO 7HE RIGHT, HAVING A CENTRAL ANGLE OF 0243'19"
AND A RADIUS OF 121ZOO FEET FOR AN ARC DISTANCE OF 57.82 FEET TO A POINT OF REVERSE CURVATURE OF A TANGENT
CURVE CONCAVE TO THE SOUTH,
]HENCE NORTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CEN7RAL ANGLE OF
10'31'45" AND A RADIUS OF 1183.00 FEET FOR AN ARC DISTANCE OF 217.40 FEET TO A POINT OF COMPOUND CURVATURE
OF A TANGENT CURVE CONCAVE TO THE SOUTH. SAID POINT ALSO BEING REFERENCE POINT E;
7HNCE CONTINUE NORTHWESTERLY AND WES7ERLY ALONG 7HE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE
OF 0323'18" AND A RADIUS OF 1183.00 FEET FOR AN ARC DISTANCE OF 69.96 FEET TO A POINT OF COMPOUND
CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTH. SAID POINT ALSO BEING REFERENCE POINT F",•
THENCE CON77NUE WES7ERLY ALONG 7HE ARC OF SAID CURVE, TO THE LEFT, HAVING A CENTRAL ANGLE OF 082224" AND A
RADIUS OF 1183.00 FEET FOR AN ARC DISTANCE OF 172.88 FEET TO A POINT OF TANGENCY•
THENCE 5.8253'03"W., ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE A DISTANCE OF 32.88 FEET TO A POINT ON
THE WEST LINE OF SAID TRACT A. SAID POINT ALSO BEING THE POINT OF TERMINATON OF THE HEREIN DESCRIBED
CEN7ERLINE.
TOGETHER WI7H A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PAR77CULARLY
DESCRIBED AS FOLLOWS:
BEGININNG AT THE AFOREMEN77ONED REFERENCE POINT "A", -
THENCE SOUTH, A DISTANCE OF 13.00 FEET TO 7HE POINT OF TERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE. _.
CERTIFICATE:
THIS IS TO CERTIFY THAT THE SKETCH AND LEGAL DESCRIP17ON SHOWN HEREON IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND OELIEF I
''.
C ry.
C
FURTHER CERTIFY THAT THIS SKETCH AND LEGAL DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSONA
SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.07, FLORIDA STATUTES.
SEAL" _
REVISIONS DATE JAMER DE LA R0C / �1
NOT VALID UNLESS..N
c--�r%���
SEALED HERE WF'
PROFESSIONAL SURVEYOR AND MAPPER NO. 6080 — STATE OF FLORIDA
AN EMBOSSED
SURVEYOR'S SEAL
cD
I
DATE OF SKETCH: DRAWN BY CHECKED BY FIELD BOOK
6/15/04 JDLR WDLR N/A
I
DAM Jun 17 2004 — 3 EST FKE: 0 t 02-62es—watx—Eosemont
SHEET 1 OF 3
STONER & ASSOCIATES, INC.
SURVEYORS - MAPPERS Tel. (954) 585-0997
4341 S.W. 62nd Avenue LB5. 6633
Davie, Florida 33314 Fax (954) 585-3927
LEGAL DESCRIPTION OF A 15 FOOT WIDE WATER EASEMENT
(OVER STATE STREET)
WESTPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGAL DESCMPRON: (CON77NUED)
TOGETHER W77H A 15 FOOT WIDE WATER EASEMENT. 774E CENTERLINE OF SAID EASEMENT BEING MORE PAR77CULALRY DESCRIBED AS
FOLLOWS:
BEGINNING AT 774E AFOREMEN7701VED REFERENCE POINT B",•
THENCE S.0040'06 E, A DISTANCE OF 13.00 FEET TO THE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE.
TOGETHER W77H A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE AFOREMENTONED REFERENCE POINT "B",•
THENCE N.0040'06"W., A DISTANCE OF 47.00 FEET TO THE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CEN7ERLINE.
TOGETHER W77H A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PARTCULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "C",-
THENCE S.1070'18"W., A DISTANCE OF 13.00 FEET TO THE POINT OF TERMINATION OF THE HEREIN DESCRIBED CENTERLINE
TOGETHER WITH A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE AFOREMENTONED REFERENCE POINT "D",•
THENCE S.1153'31 "W., A DISTANCE OF 13.00 FEET TO 77-IE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE.
TOGETHER W774 A 15 FOOT WIDE WATER EASEMENT. 7HE CENTERLINE OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS}
BEGINNING AT 774E AFOREMEN7ONED REFERENCE POINT D",•
THENCE N.115331 E, A DISTANCE OF 47.00 FEET TO THE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINEE,
TOGETHER WITH A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS.•
BEGINNING AT 774E AFOREMEN7ONED REFERENCE POINT E",•
THENCE N.04 05'12"E, A DISTANCE OF 47.00 FEET TO THE POINT OF 7ERMINA770N OF THE HEREIN DESCRIBED CENTERLINE
TOGETHER WITH A 15 FOOT WIDE WATER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE PAR 7ICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT 774E AFOREMEN7ONED REFERENCE POINT F
THENCE SOU774, A DISTANCE OF 13.00 FEET TO THE POINT OF TERMINATION OF THE HEREIN DESCRIBED CENTERLINE:
THE SIDELINES OF SAID EASEMENT TO BE SHORTENED OR LENGHTENED TO MEET AT ANGLE POINTS SAID LANDS SITUATE WITHIN THE CITY
OF TAMARAC, BROWARD COUNTY, FLORIDA.
SURVEY N07E'
1. THE LANDS SHOWN HEREON WAS NOT ABS7RAC7ED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR 07HER MATTERS OF
RECORD BY STONER & ASSOCIATES, INC.
2. THE BEARINGS SHOWN HEREON ARE BASED ON A PLAT BEARING OF S.8907'00"E., ALONG THE SOUTH LINE OF THE Fc.)
SOUTHWEST ONE-QUAR7ER (SW 9) OF SEC77ON 7, TOWNSHIP 49 SOUTH, RANGE 41 EAST. I �
rn
3. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY. (THIS IS NOT A SURVEY).
4. 77-flS SKETCH WAS PREPARED BY THIS FIRM WITHOUT THE BENEFIT OF A 777LE SEARCH. 774E LEGAL DESCRIP77ON SHOWN
HEREON WAS AUTHORED BY STONER & ASSOCIATES, INC.
1TE: Jun 17 2004 — 3 EST FILE: C int dw 02-6269—Water—Easement.dw SHEET 2 OF 3
STONER & ASSOCIATES, INC.
SURVEYORS - MAPPERS Tel. (954) 585-0997
4341 S.W. 62nd Avenue LB5. 6633
Davie, Florida 33314 Fax (954) 585-3927
L/
LINE
LE
L 1
36.40
9 52 W
L2
59.07
S8
L3
13.00
SOUTH
L4
13.00
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L7
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L6
47.00
L9
47.00
N04*05'1 "
00
13.00
SDU7H
L11
32.88
S82S3' "
SKETCH OF A 15 FOOT WIDE WATER EASEMENT
(OVER STATE STREET)
WESTPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGEND:
P.B.. PLAT BOOK
PG. . PAGE
B.C.R. BROWARD COUNTY RECORDS
L.B. LICENSED BUSINESS
C1 CURVE NUMBER 1
MAP I LINE NUMBER 1
(Nor TO SCALE) A= . . . . ARC LENGHT SCALE: I = 16Q'
NE TABLE D= . DELTA ANGLE
BEARING R= RADIUS 0 40 50 160 320
GRAPHIC SCALE
CURVE TABLE
CURIE
LENGTH
RADIUS
DELTA ANGLE
01
33.74
1217.00
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57.82
121ZOO
03
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1183, 00
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REFERENCE POINT
P.O.T.
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POINT OF
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CENTERLINE
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2
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INGRESS/EGRESS
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TRACT D
WESTPOINT SEC77ON 7 PLAT
P. B. 162, PG. 23, B. C. R.
w
SHEET 3 OF 3
SKETCH No.
02-6269—WE
STONER & ASSOCIATES, INC.
4341 S.W. 62nd Avenue SURVEYORRS - MAPPERS Tel. (954) 585-0997
6633
Davie, Florida 33314 Fax (954) 585-3927
LEGAL DESCRIPTION OF A 20 FOOT WIDE SANITARY SEWER EASEMENT
(OVER STATE STREET)
WESTPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGAL DEWNPnaW.
A 20 FOOT WIDE SANITARY SEWER EASEMENT BEING A PORTION OF TRACTS A AND D, WESTPOINT SECTION 7 PLAT,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 162, PAGE 23, OF THE PUBLIC RECORDS OF BROWARD COUNTY,
FLORIDA. THE CENTERLINE OF SAID 20 FOOT WIDE SANITARY SEWER EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS, -
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT A;
THENCE S.03109'39"W., A DISTANCE OF 181,80 FEET,•
THENCE S.0124'48"E., A DISTANCE OF 300.00 FEET,•
THENCE S 43 35'13"W., A DISTANCE OF 104.21 FEET. THE PREVIOUS THREE (3) COURSES BEING COINCIDENT WI7H THE EAST
LINE OF SAID TRACT A;
THENCE S89'1954"W., A DISTANCE OF 194.98 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED CENTERLINE,•
THENCE S00'40'06E, A DISTANCE OF 30,00 FEET TO A REFERENCE POINT "A",•
THENCE N.84 46 59 "W., A DISTANCE OF 320, 89 FEET TO A REFERENCE POINT B ",-
THENCE N.80'13'51 "W., A DISTANCE OF 267:11 FEET TO A REFERENCE POINT "C",•
THENCE N,88V8'03"W„ A DISTANCE OF 25367 FEET TO 7HE POINT OF TERMINA7ON OF 7HE HEREIN DESCRIBED CENTERLINE.
TOGETHER W77H A 20 FOOT WIDE SANITARY SEWER EASEMENT. 7HE CENTERLINE OF SAID EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT A",•
THENCE S 00 40'06 E, A DISTANCE OF 30.00 FEET TO THE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE.
TOGETHER WITH A 20 FOOT WIDE SANITARY SEWER EASEMENT. 7HE CENTERLINE OF SAID EASEMENT BEING MORE
PAR77CULARLY DESCRIBED AS FOLLOWS.•
BEGINNING AT 7HE AFOREMEN77ONED REFERENCE POINT B",•
THENCE N.1220'48"E„ A DISTANCE OF 30.36 FEET TO THE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE,
TOGETHER W77H A 20 FOOT WIDE SANITARY SEWER EASEMENT. THE CENTERLINE OF SAID EASEMENT BEING MORE
PAR77CULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT 7HE AFOREMEN77ONED REFERENCE POINT B",•
THENCE S. 1220'48"W„ A DISTANCE OF 29.77 FEET TO THE POINT OF TERMINATION OF 7HE HEREIN DESCRIBED CENTERLINE.
TOGETHER WITH A 20 FOOT WIDE SANITARY SEWER EASEMENT. 7HE C£N7ERLINE OF SAID EASEMENT BEING MORE
PAR77CULARLY DESCRIBED AS FOLLOWS.•
BEGINNING AT THE AFOREMEN71ONED REFERENCE POINT "C",•
THENCE N.0338'06 E, A DISTANCE OF 30.22 FEET TO 7HE POINT OF 7ERMINA77ON OF THE HEREIN DESCRIBED CENTERLINE.
THE SIDELINES OF SAID EASEMENT TO BE SHORTENED OR LENGTHENED TO MEET AT ANGLE POINTS
SAID LAND SITUATE WITHIN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA.
CE TIFICATE: -
THIS /S TO CER77FY THAT THE SKETCH AND LEGAL DESCRIP77ON SHOnN HEREON IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEFr I .
FURTHER CERTIFY THAT THIS SKETCH AND LEGAL DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIrFNA � ` N�]r
SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.07, FLORIDA STATUTES.
REVISIONS DATE By JAMER DE LA ROC&Aj,, ,�P, ) - ,et,46, NUT VALID UNLESS .
SEALED HERE WITH
PROFESSIONAL SURVEYOR AND MAPPER NO, 6080 — STATE OF FLORIDA AN EMBOSSED
S(JR'JEYOR'$ SEAL U)
DATE OF SKETCH: DRAWN BY CHECKED BY FIELD BOOK f1p
6/16/04 JDLR WDLR N/A
)AlE Jun 17 2004 — J EST FLE C aw t dw 02-6269—Sewer—EaeanenLdw SHEET 1 OF Z
STONER & ASSOCIATES, INC.
SURVEYORS - MAPPERS
4341 S.W. 62nd Avenue LB. 6633 Tel. (954) 585-0997
Davie, Florida 33314 Fax (954) 585-3927
SKETCH OF
A 20 FOOT WIDE SANITARY SEWER EASEMENT
(OVER STATE STREET)
WESTPOINT SECTION 7 PLAT
CITY OF TAMARAC, BROWARD COUNTY, FLORIDA
LEGEND:
SKETCH
P.B..
PLAT BOOK
UD
PG..
PAGE
z
B.C.R..
BROWARD COUNTY RECORDS
aes
L.B..
LICENSED BUSINESS
/AL SOU Ma 870
R,P.
REFERENCE POINT
TAMAliAC, FLORlOA
P.O.T.
POINT OF TERMINATION
LOCATION MAP
INOTT09CALEI
CENTERLINE
�-
BREAK IN LINE SCALE
-/-/-
NON -VEHICULAR ACCESS LINE
1. THE LANDS SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY,
EASEMENTS OR OTHER MATTERS OF RECORD BY STONER & ASSOCIATES, INC.
2. THE BEARINGS SHOWN HEREON ARE BASED ON A PLAT BEARING OF S.89107'00"E.,
ALONG THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (SW X) OF SECTION 7,
TOWNSHIP 49 SOUTH, RANGE 41 EAST.
3. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY. (THIS IS NOT A SURVEY).
4. THIS SKETCH WAS PREPARED BY THIS FIRM WITHOUT THE BENEFIT OF A TITLE SEARCH.
THE LEGAL DESCRIP77ON SHOWN HEREON WAS AUTHORED BY STONER & ASSOCIATES, INC.
V7
P.O. T.
0=3W '06E
N
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30.22'
-Be�BN'03325Y.67o
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TRACT A
WESTPOINT SECTION 7 PLAT
P.B. 162, PG. 23, B.C.R.
P.O. T.
R.P.
SOUTH LINE GF TRACT A PER PLAT
T NORTH LINE OF TRACT D PER PLAT P.O. T.
POINT OF
BEGINNING
N 1220'48" E
�30.36, S 00 40'06" E
y N-84 46 ;59- 30.00'
,mow 320,89'
S 1220'48" W S 0040'06" E
29.77' 30.00'
P.O. T.-
TRACT D
WESTPOINT SECTION 7 PLAT
P.B. 162, PG. 23, B.C.R.
SCALE: 1" = 160'
6?%6d!!!!!!1
0 40 80 ISO 320
GRAPHIC SCALE
POINT OF
COMMENCEMENT
NE CORNER OF 1RACT A
5
w
N
6
INGRESS —EGRESS j
EASEMENT II � 10b
S8979'54'W 194.98'
_._.1_..
1.P. A" L J___ —
TRAFFIC CONTROL
INGRESS/EGRESS
EASEMENT
ISHEET 2 OF 2
SKETCH No.
02-6269—SSE