HomeMy WebLinkAboutCity of Tamarac Resolution R-95-247Temp. Reso. # 7223
CITY OF TAMARAC
RESOLUTION NO. R-95
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF TAMARAC, FLORIDA, AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO EXECUTE A
"TAMARAC UTILITIES WEST WATER AND SEWER UTILITY
EASEMENT" WITH PULTE HOME CORPORATION FOR THE
SANIBEL PROJECT; PROVIDING FOR CONFLICTS;
PROVIDING FOR SEVERABILITY; AND PROVIDING FOR
AN EFFECTIVE DATE.
WHEREAS, the Site Plan for the Sanibel Project located south of Southgate
Boulevard between N.W. 108 Terrace and the Sawgrass Expressway (shown in map form
as "Exhibit 1") was approved by City Commission on December 8, 1993; and
WHEREAS, the development of the Sanibel property required the installation of
water and sewer utilities; and
WHEREAS, an easement is required by City Code Section 22-191 for the water and
sewer utilities on the Sanibel property; and
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Temp. Reso. # 7223
WHEREAS, Pulte Home Corporation, as the owner of the property has offered the
"Tamarac Utilities West Water and Sewer Utility Easement" for water mains, water
services, fire hydrants and sanitary sewers; and
WHEREAS, it is the recommendation of the Utilities Director that this easement
be accepted and 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 execute a "Tamarac
Utilities West Water and Sewer Utility Easement" with Pulte Home Corporation for the
Sanibel Project required for the installation, maintenance and operation of water and
sewer utilities and infrastructures.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF TAMARAC, FLORIDA:
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.
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Temp. Reso. # 7223
SECTION 2: The appropriate City Officials are hereby authorized to accept and
execute a "Tamarac Utilities West Water and Sewer Utility Easement" with Pulte Home
Corporation for the Sanibel Project (attached hereto as "Exhibit 2") to allow legal access
by City Utility Personnel in performing their duties, including utility installation, maintenance
and operation.
The City Clerk is hereby authorized and directed to record said
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.
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Temp. Reso. # 7223
SECTION 6: This Resolution shall become effective immediately upon its passage
and adoption.
PASSED, ADOPTED AND APPROVED this -day of �OqfWLY:�
1995.
DA" i
NORMAN *ABRAMOWITZ
MAYOR
ATTEST: _ -
CAROL A. EVANS
CITY CLERK
RECORD OF COMMISSION VOTE
I HEREBY CERTIFY that I have MAYOR ABRAM2WITZ
approved this RESOLUTION as DIST. t:
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SANIBEL
WATER AND SEWER UTILITY BASEMENTS SANWSESM. DWG
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THIS INSTRUMENT PREPARED BY
RECORD AND RETURN TO:
FRANK A. UTSET, ESQUIRE
GOLDBERG & YOUNG, P.A.
1630 North Federal Highway
Fort Lauderdale, Florida 33305
TAMARAC UTILITIES WEST
WATER AND SEWER UTILITY EASEMENT
FOR: SANIBEL
NAME OF PROJECT
/7
On this -2,ffin_ day of 1995, PULTE HOME
CORPORATION, a Michigan corporation, having an address of 1350 East
Newport Center Drive, Suite 200, Deerfield Beach, Florida 33442
(hereinafter "Grantor"), expressly grants an easement to the City
of Tamarac, a municipal corporation of the State of Florida, having
an address at 7525 N.W. 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 developer of a residential community known as
Sanibel, a legal description of which is attached hereto as Exhibit
"A," and incorporated by reference herein (hereinafter the
"Servient Estate").
The Servient Estate is subject to a Declaration of Covenants,
Restrictions and Easements for Sanibel dated February 4, 1994 and
recorded February 8, 1994 in Official Records Book 21733, Page 542
of the Public Records of Broward County, Florida, together with any
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1,6- - `�/_57__ __)_ `'/ �
. amendments thereto (hereinafter referred to as "Declaration of
Covenants").
Pursuant to the Declaration of Covenants (and particularly
Article 2 thereof), Grantor has the unilateral right to grant or
create such easements (exclusive or non-exclusive) as it may
determine in its sole discretion without the joinder of any other
parties.
Grantor hereby pursuant to Article 2 of the Declaration of
Covenants grants, bargains and sells to Grantee, its successors and
assigns, a perpetual non-exclusive 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 the 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, but not limited to, Florida Power and
Light, Southern Bell, City of Sunrise Gas Department or franchised
cable TV that crosses this easement at angles. Notwithstanding
isanything contained herein, the City of Sunrise Natural Gas Easement
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may be located within the Easement Area. However, in no event
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shall any natural gas line running parallel to the water and sewer
lines within the Easement Area be located within eight feet of a
water main and appurtenance and/or 10 feet from any storm or
sanitary sewer main.
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 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.
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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.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal
on the day and year first above written.
WITNESS
W ESS
STATE OF FLORIDA )
) SS
COUNTY OF BROWARD )
(GRANTOR)
PULTE HOME CORPORATION, a
Michig7 corporation
X
j STEVEN;
Authopiv
/ J. FELDMAN, an
ed Signatory
The foren in tr ment was acknowledged before me this
ag � day of , 1995, by STEVEN J. FELDMAN of Pulte
Home Corporatioti, a Michigan corporation, on behalf of the
corporation. He is personally known to me [
WITNESS my hand and official seal this 1 / day of ,
1995. al�� .���✓ �-
C(GHRISTINE )MMI�
SSION N CC255276E(PIFIES
FebRON 13, 1097
.'-k .,r,:{.•`•a.�� ;n�;oF.0 rMau rarn FniN n�suanwr�, iNc.
NOTARY PUBLIC, StatO of Florida at Large
(Signs a of Notary ublic)
PrintIWl5tir7c rDi fQ
Commission No.
( V) Personally known to me, or
{ ) Produced Identification
Type of I.D. Produced
( ) DID take an oath, or ( V ) DID NOT take an oath.
•
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ACCEPTED BY CITY OF TAMARAC
GRAj4jEE
Orman Abramowi z,
By . D-f Mayor
Robert S. Noe, Jr.,
City Manager Date: dl/�
ATTEST: 0�
By: 4By:v
arol A. Evans, Robert S. Noe, Jr.,
City Clerk City Manager
Date: 1,11%11S
Ap
Bye e
(/ Mitchell K ft,
—City Attorne
STATE OF FLORIDA )
) SS
COUNTY OF BROWARD )
I HEREBY CERTIFY that on this day, before me, an Officer duly
authorized in the State aforesaid and in the County aforesaid to
take acknowledgements, personally appeared Norman Abramowitz,
Robert S. Noe, Jr., Carol A. Evans, and Mitchell S. Kraft,, to me
known to be the persons described in and who executed the foregoing
instrument and they acknowledged before me that they executed the
same.
WITNESS my hand and official seal this day of I7&(A�,
1995.
hPa� Al,, OFMCiAL NOTASY SEAS NOTARY PUBLIC, St e of Florida at Large
KAM LEE AAO;3MM
00MMMION
yF a: CC204G76 _ RC N /I`7t5o✓`r
my commission ev,
MAY 444996 (Name of Notary Public: Print, Stamp, or
Type as Commissioned)
( Personally known to me, or
( ) Produced Identification
Type of I.D. Produced
( ) DID take an oath, or (✓100 DID NOT take an oath.
fau\contract\tamarac.san
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CCNTRAL BLYD. N. SUITC 100 POMPANO BCACN, FL 55004 (505) 074-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
Composite Exhibit 2—
page --- —of
LEGAL DESCRIPTION: TRACT A - 1
A PORTION OF PARCEL A. LAND SECTION 6 - NORTH, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 153, ON PAGE 20, PUBLIC RECORDS,
BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE MOST EASTERLY CORNER OF SAID PARCEL A, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 31'29'26" EAST TO THE RADIUS POINT OF THE
NEXT DESCRIBED CURVE; THENCE SOUTHWESTERLY, AND SOUTHERLY ALONG
A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 1240.00 FEET, A
CENTRAL ANGLE OF 36-07-45", FOR AN ARC DISTANCE OF 781.91 FEET TO THE
POINT OF BEGINNING; THENCE NORTH 67'33'03" WEST FOR A DISTANCE OF 60.27
FEET; THENCE NORTH 32'53'25" WEST FOR A DISTANCE OF 8.28 FEET TO A POINT
OF CURVATURE; THENCE NORTHWESTERLY, AND NORTHERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 81.00 FEET, A CENTRAL
ANGLE OF 32'40'00", FOR AN ARC DISTANCE OF 46.18 FEET TO A POINT OF
TANGENCY; THENCE NORTH DO' 13'25" WEST FOR A DISTANCE OF 262.09 FEET TO
A POINT OF CURVATURE; THENCE NORTHERLY, NORTHEASTERLY, AND
EASTERLY ALONG A CIRCULAR CURVE TO THE. RIGHT, HAVING A RADIUS OF
16.00 FEET, A CENTRAL ANGLE OF 90'00'00", FOR AN ARC DISTANCE OF 25.13 FEET
TO A POINT OF TANGENCY; THENCE NORTH 89'46'35" EAST FOR A DISTANCE OF
13.15 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, AND
NORTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS
OF 250.00 FEET, A CENTRAL. ANGLE OF 45'57-55", FOR AN ARC DISTANCE OF 200.56
FEET TO A POINT OF TANGENCY; THENCE NORTH 43'48'40" EAST FOR A
DISTANCE OF 209.21 FEET TO A POINT OF CURVATURE; THENCE
NORTHEASTERLY, AND NORTHERLY ALONG A CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 65'08'37", FOR AN ARC
DISTANCE OF 204.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 21' 19'57"
WEST FOR A DISTANCE OF 135.82 FEET TO A POINT OF CURVATURE; THENCE
NORTHERLY, AND NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 160.00 FEET, A CENTRAL ANGLE OF 44'42'52", FOR AN ARC
DISTANCE OF 124.87 FEET TO A POINT OF TANGENCY; THENCE NORTH 66'02'49"
WEST FOR A DISTANCE OF 86.91 FEET TO A POINT ON A CURVE, SAID POINT
BEARS NORTH 68' 54'32" WEST TO THE RADIUS POINT OF THE NEXT DESCRIBED
CURVE; THENCE SOUTHERLY, AND SOUTHWESTERLY ALONG A CIRCULAR
CURVE TO THE RIGHT, HAVING A RADIUS OF 681.00 FEET, A CENTRAL ANGLE OF
10'55'42", FOR AN ARC DISTANCE OF 129.89 FEET TO A POINT OF TANGENCY;
v
THENCE SOUTH 32'01'10" WEST FOR A DISTANCE OF 238.75 FEET TO A POINT OF
CURVATURE; THENCE SOUTHWESTERLY, AND SOUTHERLY ALONG A CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 409.00 FEET, A CENTRAL. ANGLE OF
I,
32' 14'35", FOR AN ARC DISTANCE OF 230.16 FEET TO A POINT OF TANGENCY, AND
W
TO A POINT HEREINAFTER REFERRED TO AS POINT A; THENCE SOUTH 00' 13'25"
EAST FOR A DISTANCE OF 562.21 FEET; THENCE SOUTH 76'43'13" EAST FOR 105.99
FEET TO A POINT ON A CURVE, SAID POINT BEARS SOUTH 72'43'12" EAST TO THE
RADIUS POINT OF THE NEXT DESCRIBED CURVE; THENCE NORTHERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 1240.00 FEET, A CENTRAL
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ANGLE OF 05°06'01", FOR AN ARC DISTANCE OF 110.38 FEET TO THE POINT OF
BEGINNING.
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PROFESSIONAL LAND SURVEYOR 4970 SYATC OF iLORIDA
NAND PERSAUD. P.LS.
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD• N, SUITE IOD POMPANO BEACH, FL 33064 (305) 97A-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
Composite Exhibit
LESS AND EXCEPT THE FOLLOWING PORTION.
Page of vZ
COMMENCE AT POINT A AS PREVIOUSLY DESCRIBED; THENCE NORTH 89946'3$"
EAST FOR A DISTANCE OF 68.00 FEET TO THE POINT OF BEGINNING TO A POINT
ON A CURVE, SAID POINT BEARS NORTH 89'46'35" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE NORTHERLY, AND NORTHEASTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 341.00 FEET, A
CENTRAL ANGLE OF 32' 14'35", FOR AN ARC DISTANCE OF 191.90 FEET TO A POINT
OF TANGENCY; THENCE NORTH 32'01'10" EAST FOR A DISTANCE OF 238.75 FEET
TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CIRCULAR
CURVE -TO THE LEFT, HAVING, A RADIUS OF 749.,00 FEET, A CENTRAL ANGLE OF
04' 19'08", FOR AN ARC DISTANCE OF 56.46 FEET TO A POINT OF REVERSE
CURVATURE; THENCE NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 16.00 FEET, A
CENTRAL ANGLE OF 86' 15'09", FOR AN ARC DISTANCE OF 24.09 FEET TO A POINT
OF TANGENCY; THENCE SOUTH 66'02'49" EAST FOR A DISTANCE OF 3.69 FEET
TO A POINT OF CURVATURE, THENCE SOUTHEASTERLY, AND SOUTHERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING, A RADIUS OF 92.00 FEET, A
CENTRAL ANGLE OF 44'42'52", FOR AN ARC DISTANCE OF 71.80 FEET TO A POINT
OF TANGENCY; THENCE SOUTH 21' 19'57" EAST FOR A DISTANCE OF 135.82 FEET
TO A POINT OF CURVATURE; THENCE SOUTHERLY, AND SOUTHWESTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 112,00 FEET, A
CENTRAL ANGLE OF 65'08'37", FOR AN ARC DISTANCE OF 127.34 FEET TO A POINT
OF TANGENCY; THENCE SOUTH 43'48'40" WEST FOR A DISTANCE OF 209.21 FEET
TO A POINT OF C MVATURE; THENCE SOUTHWESTERLY, AND WESTERLY ALONG
A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 182.00 FEET, A
CENTRAL ANGLE OF 45'57'55", FOR AN ARC DISTANCE OF 146.01 FEET TO A POINT
OF TANGENCY; THENCE SOUTH 89'46'35" WEST FOR A DISTANCE OF 9.15 FEET TO
A POINT OF CURVATURE; THENCE WESTERLY, NORTHWESTERLY, AND
NORTHERLY ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF
20.00 FEET, A CENTRAL ANGLE OF 90'00'00", FOR AN ARC DISTANCE OF 31,42 FEET
TO A POW, OF TANGENCY; THENCE NORTH 00' 13'25" WEST FOR A DISTANCE OF
43,29 FEET TO THE POINT OF BEGINNING FOR A TOTAL REMAINING AREA OF 3,256
ACRES.,
SUBJECT TO EXISTING EASFMENTS, RIGHTS -OF -WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY.
REPRODUCTIONS OF THIS S%ETCH ASS NOT
VALID UNLESS SEALED WITH AN DLBOSSED
SURVEYOR'S SEAL.
2• LANDS SHOWN HEREON VERS NOT ABSTRACTED
FOR EASEHENTS AND/OR P.ICHTS-OF-MAY Ol
RECORD.
I • DATA SHOWN HY.3LEOH WAS COHPIL:D FROM
OTHER INSTRLR{ENTS AND DOES NOT
CONSTITUTE A FIELD SURVEY AS SUCM.
S. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
REVISIONS DATE
CERTIFICATION:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM
1ICHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
BOARD OF LAND SURVEYORS IN CHAPTER 21 HH-6, FLORIDA
ADMINISTRATIVE CODE.
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PROFESSIONAL LAND SURVEYOR
NAND PERSAUD, P.L.S.
DATE 11RAWN
A970 STATE OF FLORIDA
CCL CONSULTANTS, INC.
ENCIHEERS SURVEYORS PLANNERS
2200 PARM CENTRAL 6LVD. N. SUITE 100 POMPANO B(ACH• FL 33064 (SOS) 974-2200
POMPANO BEACH ORLANDO WEST PAIM REACH
SOUTHGATE BLVD.�'"'
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REVISIONS DATE BY
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PR 0PtSSIONAL LAND SVRVEYOR 4970 STATE OF FLORIDA
NAND PERSAUD. P•L. S.
DATE DRAwN W-D. CHECKED rl[LD
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Aq ENGINEERS SURVEYORS PLANNERS _ J `�
2200 PARK CENTRAL ILYD. N. SUITE 100
roMPANO BEACH, FL 33064 (305) 174-2200
• POMPANO BEACH ORLANDO
SAMBELSAWGRM EXPRESSWAY
Composite Exhibit
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Page
LEGAL DESCRIPTION: (TRACT A-2. ACCESS EASEMENT) LOCATION SKETCH
(NOT TO SCALE)
A PORTION OF PARCEL A, LAND SECTION 6 - NORTH, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 153, PAGE 20. PUBLIC RECORDS
BROWARO COUNTY, FLORID& SAID LANDS LAYING IN TAMARAC, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF PARCEL A AS SHOWN ON SAID
PLAT; THENCE SOUTH B9'01'4(r WEST FOR A DISTANCE OF 101.09 FEET;
THENCE SOUTH 83'3915U WEST FOR A DISTANCE OF 21.23 FEET TO THE POINT
OF BEGINNING; THENCE SOUTH 00'58'50` EAST FOR A DISTANCE OF 496.17
FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG A
CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 749.00 FEET, A CENTRAL
ANGLE OF 02'11'tO", FOR AN ARC DISTANCE OF 276.96 FEET TO A POINT OF
REVERSE CURVATURE THENCE SOUTHERLY AND SOUTHEASTERLY ALONG A
CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 16.00 FEET, A CENTRAL
ANGLE OF 86'15W. FOR AN ARC DISTANCE OF 24.09 FEET TO A POINT OF
CUSP; THENCE NORTH 66'02'49` WEST FOR A DISTANCE OF B3.21 FEET TO A
POINT ON A CURVE; SAID POINT BEARS NORTH 68'54'32" WEST TO THE
RADIUS POINT OF THE NEXT DESCRIBED CURVE; THENCE NORTHEASTERLY AND NORTHERLY
ALONG A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 681.00 FEET, A
CENTRAL ANGLE OF 2704'1T3' FOR AN ARC DISTANCE OF 262.34 FEET; THENCE
NORTH 00'58'50' WEST FOR A DISTANCE OF 317.20 FEET; THENCE SOUTH
BT39'50' WEST FOR A DISTANCE OF 148.96 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG A CIRCULAR CURVE TO THE
OF 132.00 FEET, A CENTRAL ANGLE OF 78'56'47', FOR AN ARC DISTANCE OF
151.88 FEET; THENCE SOUTH 04'43'03' WEST FOR A DISTANCE OF 43.67 FEET;
THENCE SOUTH 05'30'32' WEST FOR A DISTANCE OF 97.B4 FEET TO A POINT
OF CURVATURE; RiENCE SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE
LEFT WAVING A R %DIUS OF 11056.13 FEET, A CENTRAL ANGLE OF 01'3B'0T,
FOR AN ARC DISTANCE OF 315.53 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE SOUTHERLY AND SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE
LEFT HAVING A RADIUS OF 165.00 FEET, A CENTRAL ANGLE OF 60'26'06',FOR
AN ARC DISTANCE OF 174.04 FEET- THENCE SOUTH 5758'50" EAST FOR A
DISTANCE OF 59.85 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY,
EASTERLY AND NORTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT
HAVING A RADIUS OF 16.00 FEET, A CENTRAL ANGLE OF 90`00'00*, FOR AN
ARC DISTANCE OF 25.13 FEET TO A POINT OF CUSP; THENCE SOUTH 3701'10'
WEST FOR A DISTANCE OF 100,00 FEET TO A POINT OF CUSP; THENCE
NORTHEASTERLY, NORTHERLY AND NORTHWESTERLY ALONG A CIRCULAR
CURVE TO THE LEFT HAVING A RADIUS OF 16.00 FEET, A CENTRAL ANGLE OF
9O'00'O(f, FOR AN ARC DISTANCE OF 25.13 FEET; THENCE NORTH 575B'5CC
WEST FOR A DISTANCE OF 59.85 FEET TO A POINT OF CURVATURE; THENCE
NORTHWESTERLY AND NORTHERLY ALONG A CIRCULAR CURVE TO THE RIGHT
HAVING A RADIUS OF 233.00 FEET. A CENTRAL ANGLE OF 60'26'06', FOR AN
ARC DISTANCE OF 245.77 FEET TO A POINT OF COMPOUND CURVATURE; THENCE
NORTHERLY AND NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT
HAVING A RADIUS OF 11153.58 FEET, A CENTRAL ANGLE OF 01'38'15, FOR AN
ARC DISTANCE OF 318.74 FEET; THENCE NORTH 05'30'31r EAST FOR A
DISTANCE OF 97.56 FEET; THENCE NORTH 04'43'03' EAST FOR A DISTANCE OF
43.43 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY AND
NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS
OF 200.00 FEET, A CENTRAL ANGLE OF 78'56'47�, FOR AN ARC DISTANCE OF
275.57 FEET; THENCE NORTH 83'39.50' EAST FOR A DISTANCE OF 155.34 FEET;
THENCE NORTH 01758'50' WEST FOR A DISTANCE OF 104.30 FEET; THENCE
NORTH 83'39'50' EAST TO FOR A DISTANCE OF 68.30 FEET TO THE POINT OF
BEGINNING, AND CONTAINING 129,025 SQUARE FEET, MORE OR LESS,
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF -WAY, RESERVATIONS OR
RESTRICTIONS OF RECORD IF ANY.
NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD
SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED B
CCL CONSULTANTS, INC. FOR EASEMENTS AND OR
OF -WAY OF RECORD.
3. DATA SHOWN HEREON WAS COMPILED FROM OTHER
INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD
AS SUCH.
4. BEARINGS DERIVED FROM THE WEST LINE OF THE
LAND SECTION 6-NORTH
(NOT A SURVEY)
SKETCH AND LEGAL
DATE
CERTIFICATION:
UNLESS I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
Y KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM
RIGHTS- TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
BOARD 0 ROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTE 61 17-6. FLORIDA ADMINISTRATIVE CODE.
SURVEY
PLAT OF
BY
95 LT.PROFESSIONAL LAhD SURVrfOR 4A37 STATE OF FLORIDA
GREGORY S. MIRE. P.L.S.
DATE DRAWN CHECKED FIELD
BY L.T. BY BOOK
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ENGINEERS SURVEYORS PLANNERS
22M PARK CVCM46 . SLVD. N. SURE , 00
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POMPANO REACH. /L 530.4 (300) 974-=00
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POMPANO BEACH ORLANDO
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2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL nOSA (]OS) 974-2200
POMPANO BEACH ORLANDO WFST PAI M RFACH
Composite Exhibit .B '
LEGAL DESCRIPTION:TRACT A - 3 Page 3 of 2C�'
A PORTION OF PARCEL B. LAND SECTION 6 - NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED 1N PLAT BOOK 153, ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID PARCEL B ; THENCE NORTH
06926'34" EAST FOR A DISTANCE OF 124.80 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A
RADIUS OF 1560.00 FEET, A CENTRAL ANGLE OF 04°43'41", FOR AN ARC
DISTANCE OF 128.73 FEET TO THE POINT OF BEGINNING; THENCE SOUTH
89046'35" WEST FOR A DISTANCE OF 123.57 FEET; THENCE NORTH 00"13'25"
WEST FOR A DISTANCE OF 68.00 FEET; THENCE NORTH 89°46'35" EAST
FOR A DISTANCE OF 124.54 FEET; THENCE SOUTH 00°00'55" WEST FOR A
DISTANCE OF 21.74 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 1560.00
FEET, A CENTRAL ANGLE OF 01 *41'58", FOR AN ARC DISTANCE OF 46.27 FEET
TO THE POINT OF BEGINNING AND CONTAINING 8448 SQUARE FEET, MORE OR
LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY.
4S/TE5 :
REPRODUCTIONS OF THIS SKETCH ARE NOT
VALID UNLESS SEALED WITH AN CMBOSSED
SURVEYOR'S SEAL.
• LANDS SHOWN R==N WERL NOT AASTRACTED
FOR EASvHrNTS AND/OR RIGHTS -OF -WAY OF
RECORD.
D• DATA SHOWN HEREON WAS COMPILED FROM
OTHER :NSTRUMENTS AND DOES NOT
CONSTITUTZ A FIES.D SURVEY AS SUCH.
4. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
REVISIONS DATE BY
CERTIFICATION:
I HEREBY CCRTIY THAT THE ATTACHED SKETCH AND LECAL
DESCRIPTION IS TRUi AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND TM.AT IT MEETS THE MINIMUM
TECHNICAL STANDA9D3 Sl_ FORTH BY THE FLORIDA STATE
BOARD OF LAND SURVEYORS IN C.4AP,ER 21 HH-6. FLORIDA
ADMINISTRATIVE CODE.
T
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PROFESSIONAL LAND SURVEYOR 4970 STATE OF FLORIDA
NAND PERSAUD. P.L.S.
DATE • DRAWN CHECKED FIELD
0
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CCL CONSULTANTS, INC-
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL PLVD. N, SUITE 100 POMPANO BEACH. TL 3306A (305) 97A-2200
POMPANO BEACH ORLANDO WEST PALM -BEACH
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1/6194 BY ' 6Yn- p0cm„
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD, N. SUITE 100 POMPANO BEACH, FL 33064 (303) 174-2200
POMPANO BEACH ORLANDO WEST PRIM BFACH
Composite Exhibit e
LEGAL DESCRIPTION:TRACT A - 4 Page of a0
A PORTION OF PARCEL B. LAND SECTION 6 - NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 153, ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID PARCEL B, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 83°25'31" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE SOUTHERLY ALONG A CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 1240.00 FEET, A CENTRAL ANGLE
OF 06633'34 FOR AN ARC DISTANCE OF 141.96 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 00°00'55" WEST FOR A DISTANCE OF 743.10 FEET
TO THE POINT OF BEGINNING; THENCE SOUTH 00*00'55" WEST FOR A
DISTANCE OF 68.00 FEET; THENCE SOUTH 89°46'35" WEST FOR A DISTANCE OF
125.28 FEET; THENCE NORTH 00° 13'25" WEST FOR A DISTANCE OF 68.00 FEET;
THENCE NORTH 89'46'35" EAST FOR A DISTANCE OF 125.56 FEET TO THE
POINT OF BEGINNING AND CONTAINING 8528 SQUARE FEET, MORE OR LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, 1F ANY.
&T
Uk1LS1
I. REPRODUCTIONS OF THIS SKETCH ARE NOT
VALID UNLESS SEALED WITH AN EX=SSED
CERTIFICATION;
SURVEYOR'S SEAL.
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
LANDS SHOWN HMEON WERE NOT ABSTRACTED
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
FOR EASEMENTS AND/OA RIGHTS -OF -WAY DF
KNOWLEDGE AND BELICF AND THAT IT MEETS THE MINIMUM
T'+
RECORD.
TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
I. DATA SHOWN HEREON HAS COKPILED FROM
BOARD OF LAND SURVEYORS IN CHAPTER 21 HH-6, FLORIDA
ADMINISTRATIVE COOL
N
OTHER INSTRUMENTS AND DOES NOT
CONSTITUTE A FIELD SVRVEY AS SUCH.
I. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
VISIONS DATE BY
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PROFESSIONAL LAND SURVEYOR 4970 STATE OF FLORIDA
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NAND PEREAUD. P.LS.
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DATE ORAA11
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CHECKED FIELD
1/6104 BY M.D.
BY H.P. BOOK
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, rL 3306• (305) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
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116/941 BY
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH. FL 33094 (703) 074-2200
POMPANO BEACH ORLANDO WEST PAIM REACH
Composite Exhibit _t�
LEGAL DESCRIPTION:TRACT A - 5 Page—,--y of c20,�'
A PORTION OF PARCEL B, LAND SECTION 6 - NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED 1N PLAT BOOK 153, ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID PARCEL B, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 83°25'31" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE SOUTHERLY ALONG A CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 1240.00 FEET, A CENTRA_L•ANGLE
OF 06033'34", FOR AN ARC DISTANCE OF 141.96 FEETTO A POINT OF
TANGENCY; THENCE SOUTH 00°00'55- WEST FOR A DISTANCE OF 498.10 FEET
TO THE POINT OF BEGINNING; THENCE SOUTH 00000'55" WEST FOR A
DISTANCE OF 68.00 FEET; THENCE SOUTH 89°46'35" WEST FOR A DISTANCE OF
126.30 FEET; THENCE NORTH 00013'25" WEST FOR A DISTANCE OF 68.00 FEET;
THENCE NORTH 89"46'35" EAST FOR A DISTANCE OF 126.58 FEET TO THE
POINT OF BEGINNING AND CONTAINING 8598 SQUARE FEET, MORE OR LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY.
=E.Li
1. REPRODUCTIONS OF THIS S10E'PCH ARC NOT
VALID UNLESS SEALCD WITH AN CNBOSSED
SURVEYOR'S SEAL.
�• LANDS SHOWN HEREON WEAL NOT ABSTRACTED
FOR EASEMENTS AND/OR RIGHTS —OF —WAY OF
RECORD.
I. DATA SHOWN HEREON WAS COMPILED FROM
OTHER INSTRUMENTS AND DOES NOT
CONSTITUTE A FIELD SURVEY AS SUCH.
<. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LECAL DESCRIPTION.
:VISIONS DATE BY
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CERTIFICATION; Q
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LECAL
DESCRIPTION 15 TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM TM
TECHNICAL :tANDARDS Sr FORTH BY THE FLORIDA STATE
BOARD OF LAND SURVEYORS IN CHAPTER 21 HH-6, FLORIDA N ADMINISTRATIVE COX.
PROFESSICHAL LAND SURVEYOR d977 STATE OF FLORIDA X o
NAND PERSAUD. M.L.S. �n =
DATE rTDRAWN i CHECKED FIELD
116194 aT u.D, BY N.p. BOOK
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL LLVD. N. SUITC •00 POMPANO BCACH. FL 33064 (305) 974-2200
POMPANO BEACH ORLANDO WEST PAIN. RrAru ..
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PROFESSIONAL LAND SURVEYOR 4970 STATE Or rLORIpA
NAND PLRSAUD, P•L. S.
DATE I DRAWN M.D. I CHECKED FIELD
1/6/94 I BY I Avn..
1
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
22DO PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (305) 974-22CO
POMPANO BEACH ORLANDO WEST PALM REACH
Composite Exhibit
LEGAL DESCRIPTION:TRACT A - 6 P4Be_ Ot
A PORTION OF PARCEL B, LAND SECTION 6 - NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 153. ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID PARCEL B, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 83°25'31" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE SOUTHERLY ALONG A CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 1240.00 FEET, A CENTRAL ANGLE
OF 06033*34", FOR AN ARC DISTANCE OF 141.96 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 00000'55" WEST FOR A DISTANCE OF 253.10 FEET
TO THE POINT OF BEGINNING; THENCE SOUTH 00000'55" WEST FOR A
DISTANCE OF 68.00 FEET; THENCE SOUTH 89°46'35" WEST FOR A DISTANCE OF
127.32 FEET; THENCE NORTH 00013'25" WEST FOR A DISTANCE OF 68.00 FEET;
THENCE NORTH 89046'35" EAST FOR A DISTANCE OF 127.60 FEET TO THE
POINT OF BEGINNING AND CONTAINING 8667 SQUARE FEET, MORE OR LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY.
1. REPRODUCTIONS OP THIS S%ETCH ARE NOT
VALID UNLESS SEALED WITH AN EKBOSSED
SURVEYOR'S SEAL.
LANDS SHOWN HEREON WERZ NOT ABSTRACTED
FOR LASEHENTS AND/OR PLGHTS-0T-WAY OF
RECORD.
3• DATA SHOWN HEREON WAS COMPILED FROM
OTHER IMTRUH£HTS AND DOES NOT
CONSTITUTE A FIELD SURVEY AS SUCH.
4. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
RMSIONS DATE BY
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CERTIFICATION:
I HEREBY
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CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM
vw
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TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
BOARD OF LAND SURVEYORS IN CHAPTER 21 HH-6. FLORIDA
ADMINISTRATIVE CODE.
N
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PP.OFESSION,%L LAND SURVEYOP 4970 STATE OF FLORIDA N
HAND PERSAUD, P.L.S.
DATE DRAWN CHECKED FIELD
1/r:94 I EY M.D. BY N.J.,
BOOK
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2300 PARK CENTRAL BLVD, N. SUITE 100 PO-PANO BEACH. El 330S. (305) 974-2200
POMPANO BEACH ORLANDO WFCT eA,u crArU
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Composite Exhibit f3
LEGAL DESCRIPTION:TRACT A - 7 Paged_of
A PORTION OF PARCEL B, LAND SECTION 6 - NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 153, ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID PARCEL B, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 83°25'31" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE SOUTHERLY ALONG A CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 1240.00 FEET, A CENTRAL ANGLE
OF 06-33'34", FOR AN ARC DISTANCE OF 141.96 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 00'00'55" WEST FOR A DISTANCE OF 8.10
FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00°00'55" WEST FOR A
DISTANCE OF 68.00 FEET; THENCE SOUTH 89'46'35" WEST FOR A DISTANCE OF
128.34 FEET; THENCE NORTH 00° 13'25" WEST FOR A DISTANCE OF 68.00 FEET;
THENCE NORTH 89046'35" EAST FOR A DISTANCE OF 128.62 FEET TO THE
POINT OF BEGINNING AND CONTAINING 8737 SQUARE FEET, MORE OR LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY.
kv,
NGTP5.
1. REPRODUCTIONS Or THIS SXETCH ARt NOT
VALID UNLESS SEALED WITH AN EHBOSSLD
CERTIFICATION:
SURVEYOR'S SEAL.
I HEREBY CCRTIFY THAT THE ATTACHED SKETCH AND LEGAL
O
LANDS SHOWN HEREON W=Z NOT ABSTRACTED
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF
KNOWLEDGE AND BEIJEF AND THAT IT MEETS THE MINIMUM
I'm
RECORD.
TECHNICAL STANDANDS SET FORTH BY THE FLONIDA STATE
1• DATA SHOWN HEREON WAS COKPILED FROM
BOARD OF LAND SURVE}OP,S IN CHAPTER 21 HH-6, FLORIDA
ADMINISTRATIVE :,ODE.
N
OTHER INSTRUHENTS AND DOES NOT
CONSTITUTE A YIELD SURVEY AS SUCH.
co
I. BEARINGS ARE 13ASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
f%��
VIStOHS DATE BY
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PROFL•SSIONAL L&KC SM7TOR .97D STATE OF FLORIDA
°1 d
HARD PEaSAUI). P,LS,
vxi x
DATE DRAWN
1151SP4 BY 4'.D.
CHECKED
BY N.P.
FIELD
BOOK
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 &ARK CENTRAL BLVD, N. SUITE 100 POMPANO BEACH, FL 3306+ (30S) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
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REVISIONS DATE BY
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PROFESSIONAL LAND SURVEYOR 1970 STATE OF FLORIDA r
NAND PERSAUD, P.L.S.
DATE DRAWN W.D. CHECKED FIELD
T l6194 BY 9YA M I DOC*
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, rL JJOM (Jos) 974-22o0
POMPANO BEACH ORLANDO wr%T PAID RrAr.M
Composite Exhibit 6
LEGAL DESCRIPTION:TRACT A - 8 Page 13 0t L-)n
A PORTION OF PARCEL A, LAND SECTION 6 -NORTH, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 153, ON PAGE 20, PUBLIC
RECORDS, BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID PARCEL A, A POINT ON A
CURVE, SAID POINT BEARS SOUTH 83625'31" EAST TO THE RADIUS POINT OF
THE NEXT DESCRIBED CURVE; THENCE NORTHERLY ALONG A CIRCULAR
CURVE TO THE RIGHT, HAVING A RADIUS OF 1240.00 FEET, A CENTRAL ANGLE
OF 01 "06'40", FOR AN ARC DISTANCE OF 24.05 FEET TO THE POINT OF
BEGINNING; THENCE NORTH 82°18'51" WEST FOR A DISTANCE OF 25,00 FEET;
THENCE SOUTH 89046'35" WEST FOR A DISTANCE OF 115.68 FEET; THENCE
NORTH 00°13'25" WEST FOR A DISTANCE OF 68.00 FEET; THENCE NORTH
89°46'35" EAST FOR A DISTANCE OF 121.00 FEET; THENCE SOUTH 79°14'36"
EAST FOR A DISTANCE OF 30.92 FEET TO A POINT ON A CURVE, SAID POINT
BEARS SOUTH 79`14'36" EAST TO THE RADIUS POINT OF THE NEXT DESCRIBED
CURVE; THENCE SOUTHERLY ALONG A CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 1240.00 FEET, A CENTRAL ANGLE OF 03004'15", FOR AN
ARC DISTANCE OF 66.46 FEET" TO THE POINT OF BEGINNING AND
CONTAINING 9905 SQUARE FEET, MORE OR LESS.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, 1F ANY.
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CAW,
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NOTF5 ,
1. REPRODUCTIONS OF THIS SKETCH ARZ NOT
VALID UNLESS SEALEp WITH AN DWSSED
CERTIFICATION;
SURVEYOR'S SP&L.
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
O
LANDS SHOWN HEREON WERE NOT AASTRACTZD
DESCRIPTION IS TRUE AND CORRECT TO THE SCST Or MY
FOR EASEMENTS AND/OR P.IGHTS—OF—WAY OF
KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM
TM
RECORD.
TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
J. DATA SHOWN HEREON WAS COHPTL£� 7ROM
BOARD OF LAND SURVEYORS IN CHAFTER 21 HH-6. FLORIDA
ADMINISTRATIVE CODE.
N
OTHER INSTRUHENTS AND DOES NOT
CONSTITUTE A YIELD SURVEY AS SUCH.
M
4. BEARINGS ARE BASED ON THE PLAT
DESCRIBED IN THE LEGAL DESCRIPTION.
RCV1510NS DATE BY
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P?D(E$$PJNAI. LAND SURVrlOR 1970 STATE OF FLORIDA
~ CSHA!lp
PE R5.1Uu. P.I.S.
DATE
DRAWN
1
CHECKtp
FIELD
1/6/1.1
4Y M.O.
BY N.P.
BOOK
52
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL 9LvD SUITE 100 POMPANO OCACH, PL 3306A (305) 97*-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
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REVISIONS DATE BY
PRorESSIONAL LAND SURVEYOR 4970 STATE 01' FLORIDA 6
NANO PIRSALID, P.L.S. Z
DATE I DRAWN m-D, I CHECKED rl[,D
116194 ' DY @YA M
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, rL 33064 (305) 174-2200
_, POMPANO BEACH ORLANDO wrcT PAIU DrArU
Composite Exhibit -6-
Page-R of
LEGAL DESCRIPTION A 15,00 FOOT WIDE EASEMENT
A 15.00 WIDE EASEMENT LYING IN A PORTION OF PARCELS A. B AND C. "LAND
SECTION 6 - NORTH", ACCORDING TO. THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 153, PAGE 20, PUBLIC RECORDS, BROWARD COUNTY. FLORIDA. AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF PARCEL O; THENCE NORTH
0729'49" WEST FOR A DISTANCE OF 163.74 FEET TO THE POINT OF BEGINNING
AND TO A POINT HEREINAFTER REFERRED TO AS POINT "A"_ SAID 15.00 FOOT
EASEMENT LYING 7,50 FEET ON EACH SIDE OF AND ABUTTING THE FOLLOWING
DESCRIBED CENTERLINE; THENCE SOUTH 89'48'24" WEST FOR A DISTANCE OF
8.40 FEET: THENCE SOUTH 00'05'32" WEST FOR A DISTANCE OF 88.95 FEET; TO
A POINT OF TERMINUS.
TOGETHER WITH:
BEGIN AT POINT "A", AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89-48.24"
WEST FOR A DISTANCE OF 88.03 FEET; THENCE NORTH 00'13'25' WEST FOR A
DISTANCE OF 113,44 FEET; THENCE NORTH 89'46'55 EAST FOR A DISTANCE OF
8.50 FEET TO A POINT OF TERMINUS.
TOGETHER WITH
COMMENCE AT POINT "A", AS PREVIOUSLY DESCRIBED: THENCE SOUTH
89'48'24" WEST FOR A DISTANCE OF 88.03 FEET; THENCE NORTH 00'13'25'
WEST FOR A DISTANCE OF 113.44 FEET TO THE POINT OF BEGINNING; THENCE
NORTH 00'13'25" WEST FOR A DISTANCE OF 273,79 FEET TO A POINT
HEREINAFTER REFERRED TO AS POINT "8"; THENCE NORTH 00'13'25- WEST
FOR A DISTANCE OF 201.58 FEET TO A POINT HEREINAFTER REFERRED TO AS
POINT "C";. THENCE NORTH 0713'25" WEST FOR A DISTANCE OF 260.85 FEET TO
A POINT HEREINAFTER REFERRED TO AS POINT "D ; THENCE NORTH 00'13'25"
WEST FOR A DISTANCE OF 243,42 FEET TO A POINT HEREINAFTER REFERRED TO
AS POINT 'E"; THENCE NORTH 00'13'25" WEST FOR A DISTANCE OF 231.41
FEET: THENCE SOUTH 89'58'13" EAST FOR A DISTANCE OF 8.49 FEET TO A
POINT OF TERMINUS AND TO A POINT HEREINAFTER REFERRED TO AS POINT -F-'.
TOGETHER WITH:
COMMENCE AT POINT "F", AS PREVIOUSLY DESCRIBED: THENCE NORTH
63'23'21" EAST FOR A DISTANCE OF 128.41 FEET TO THE POINT OF BEGINNING;
THENCE NORTH DO'11'47' WEST FOR A DISTANCE OF 95.57 FEET; THENCE
NORTH ,54-47'00- WEST FOR A DISTANCE OF 38.49 FEET; THENCE NORTH
25'13'00" EAST FOR A DISTANCE OF 98.67 FEET; THENCE NORTH 25'13'00"
EAST FOR A DISTANCE OF 142.88 FEET; THENCE NORTH 61'28'21" EAST FOR A
DISTANCE OF 30.78 FEET; THENCE NORTH 25'44'40" WEST FOR A DISTANCE OF
52.12 FEET TO A POINT OF TERMINUS.
TOGETHER WITH:
BEGIN AT POINT "8", AS PREVIOUSLY DESCRIBED: THENCE SOUTH 89'43'02"
EAST FOR A DISTANCE OF 8.50 FEET TO A POINT OF TERMINUS. m
TOGETHER WITH: p
BEGIN AT POINT "C". AS PREVIOUSLY DESCRIBED: THENCE NORTH 89'52'16"
EAST FOR A DISTANCE DF 8.50 FEET TO A POINT OF TERMINUS. W
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TOGETHER WITH. .✓+
BEGIN AT POINT "D", AS PREVIOUSLY DESCRIBED; THENCE NORTH 89'54'17"
EAST FOR A DISTANCE OF 8.50 FEET TO A POINT OF TERMINUS,
DATE BY
AND LEGAL 06\03\94 M.M. PROFESSIONAL LAND SURVEYOR 4790 STATE OP FLORIDA » o
NAND PERSAUD. P.L.S. vYr Z
PAT[ Or DRAWN CHECKED FIELD
SKETCH BY M.M.M BY NIP BOOK
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N, SUI7C 100 POMPANO BEACH, FL 33064 (305) 974-2200
POMPANO BEACH ORLANDO WFCT PA1u crAr.
Composite Exhibit
Page—zl4D f
TOGETHER WITH -
BEGIN AT POINT "E", AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89'56'56"
EAST FOR A DISTANCE OF &53 FEET TO A POINT OF TERMINUS,
TOGETHER WITH:
BEGIN AT POINT B, AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89'46'35"
WEST FOR A DISTANCE OF 85.44 FEET TO A POINT OF TERMINUS.
TOGETHER WITH:
BEGIN AT POINT "C", AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89'46'35"
WEST FOR A DISTANCE OF 90.15 FEET TO A POINT OF TERMINUS.
TOGETHER WITH:
BEGIN AT POINT "D", AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89'46'35
WEST FOR A DISTANCE OF 91,08 FEET TO A POINT OF TERMINUS.
TOGETHER WITH
BEGIN AT POINT "E', AS PREVIOUSLY DESCRIBED; THENCE SOUTH 89'46'35
WEST FOR A DISTANCE OF 92.79FEET TO A POINT OF TERMINUS.
EASEMENT LINES ARE TO BE LENGTHENED OR SHORTENED TO PROVIDE A
CONTINUOUS 15.00 FOOT WIDE EASEMENT,
SUBJECT TO EXISTING EASEMENTS, RIGHTS OF WAY, RESERVATIONS OR
RESTRICTIONS, OF RECORD, IF ANY,
NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS
SEALED WITH AN EMBOSSED SURVEYOR'S SEAL,
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY
CCL CONSULTANTS. INC. FOR EASEMENTS AND OR RIGHTS -
OF -WAY OF RECORD.
3• DATA SHOWN HEREON WAS COMPILED FROM OTHER
INSTRUMENTS AND DOES NOT CONS717VIE A FIELD SURVEY
AS SUCH.
4• BEARINGS DERIVED FROM THE STONER\KEITH RESURVEY
AS RECORDED IN MISCELLANEOUS PLAT BOOK 3, PACE 44,
OF THE PUBLIC RECORDS , BROWARD COUNTY, FLORIDA.
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CERTIFICATION:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM
TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
BOARD OF LAND SURVEYORS IN CHAPTER 61017-6, FLORIDA
ADMINISTRATIVE CODE. O
N
S DATE BY
AND LEGAL 05\03\94 M,M PROFESSIONAL LAND SURVEYOR 4790 STATE OF FLORIDA d
NAND PERSAUD, P.LS. VI x
DATE pF DRAWN CHECKED FIELD
SKETCH BY M.L1,M BY N•P BOOK
CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
22DO PARK CENTRAL BLYO. H, SUITE 100 POMPANO BEACH. ►L 33064 (305) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
/� LOCATION SKETCH
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SKETCH BY M.M.M BY N.P I BOOK
SCALE: 1"=80'
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH. FL 33064 (305) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
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BY
LEGAL
PROFESSIONAL LAND SURVEYOR 4790 STATE OF FLORIDA
NANO PERSAUD. P.L.S.
DATE OF DRAWN CHECKED FIELD
SKETCH BY M.M.M BY N•P BOOK
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. H. SUITE 100 POMPANO $EACH. FL 33064 (SOS) 974-2200
POMPANO BEACH ORLANDO WFST PAIM RFArH
Composite Exhibit
Page 1q of 20
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DATE BY
i 14\941 M.M PROFESSIONAL LAND SURVEYOR 4790 STATE OP FLORIDA
HAND PERSAUD, P.L.S.
DATE Oi DRAWN CHCCKCD (ICED
SKETCH BY M.M.M BY N.P BOOK
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CCL CONSULTANTS, INC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVO, N. SUITE 100 POMPANO BEACH. FL 33064 (305) 974-2200
POMPANO BEACH ORLANDO WrCT bAI- n--
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MATC! ; V�"ITH SHEET 5 OF 6
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NAND PERSAUD. P.L.S.
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SKETCH BY M'M.M BY N.P BOOK
9