APPLICATION
. '
'.
a r~dius ot Jl~ .eet, far an arc distance ot 1~3.15 !eet to a
point at reverse curvature; thence run Northeaaterly and
Southe~.terly, alo~ a Circular curVQ to the riqh~ having fo~ 1~.
elQments a central .!~le o~ ~02.3~'4~" and a radius of 45 feet,
.
for an arc distance of 80.'J feet to a point of reverSe
oLlrVaturaj thence run SOU~&a&tElrly and Na~~easterly. a.long a.
circular curve ~o the lo~t having ror its elements a central
angle of 106-11'22" and a radius of 20 feet, for an arc dis~ance
of 37. 07 tee1: 'to a point of tangenoy; thence run N39 ol~' 31"'2 for
;1.S.S1 reel: to a. point o~ curvat:urej tbence J:Un Northc~sterly Gne!
SQut:heas'terly, along a. ciJ:'culllZ" C!UX'Ve: to :the right having for it. '
a1eJDenta a central angJ.e ot 71-51.'10" and a radius ot 42 feet,
~or an arc distance ot 52.67 feet to a point of ta~gency; ~~enoe
run S6S-56'l:P"E for 17.17 reet:; thence run H89-"4'09uE rOl:' 36.1.3
feet; the~ce run N42-35'SswE tor '4.58 f..~; thence rQn
S23-SJ'16lfE for 66.86 feet to a point of curvature; thanee run
Southeasterly and Northeasterly. along 1& cb:cLllar curve to the
lete having for i't:s el.BlD.6nts a central a.nqle of 67-41'00" and a
radius of 20 teet, for an a~c distance of 2J.6J teet to a point
of tangen~y; ~hence run NBBo25'44"E r.o~ 272.87 feelj ~ence run
Sl.-34'1.6.'E, along tha blllt.: line at said. Tract: "C", for 698.40
feet to the Point ot Beginning; containinq 17.96 acres, mora Qr
lass.
TO VDl'IlfGS AT BOVlTO. BEACH
PHASE II
LEGAL DBBatIP'.rXOII
A port.1on of '1'ract: .e" I WOOLBJll:GJrr PLAC:E pur 1, ac:c::orclinq 'to 'the
Plat 1:h8x'eof, as recorded in 1I1a1:. BocJc. 67 I .~ Patsa ..7 t:bn 49,
or oa PUJ:)lic :R8aOZ"ds o~ Palm 8eacA COunty, Plor14a, :De1nq JlQre
particuJ.u'lY de.c:Z'~e4 as follows:
C01llll8ftce at t.be Sou'th...~ ~c o~ aaU ~:ra~ "c..; uence run
111-34'16"., al.:mg 1:ha .East line of said. Tract "c.., for 6Y!I.4U
!..~ 'to U. poin't of BGg':i.nn1nq; thanc:a lNn SaS-25'44"W for 212.81
f..~ t:o 0. po1n~ ot eurvatuzG; ~ca run Southves1:uly anci
HO~W8atarly, along A cir~ular curve to the rigb~ having far its
e18Jl8llt& a central ancJle or 67-41'00" and. a ra41u,.; o~ 20 ~.K,
for. an ~~ cUatarac:e o~ 23. 63 f:..~ 1:0 . point ot 'tanqency; ~.
run 533-53'16-. fer 66.86 feet; thaftca run S42-35'58-W for 54.58
f..tl ~eno. run 51'-44'09". for J6.13 feet; tbaDce run
.G.-5"138W tor 17.17 teet ~ a point of gurvature; thence run
lIocthw_'terl)" am! Southv..'tez:ly a1cnq a circular curve to the
left bav1n1)' far its alB1lalltll a equal an,.. of 71-51' 1Q" aJ'lCl a
~.41ua of 42 r88~, ror an arc 41stance of la.S7 teet to a poin~
.
at taDgenc.ri ~ca run S39.12'37NW for 15.~7 f..~ ~o . po1nt of
curYa1:ura; thana run SOUUlt~lY and lIo~we8'terly, along a
c:l.raular curve to ~e riCJh~ :viftg f'oZ" i.ts element.s a cel1ua1
&"91. of 10,-..122- and a ra , up Of 20 ~aet, foZ' an arc: ,U,.~anQe
of 37.07 rue co . point of revers a curYature: thence run
lI'orthve.~ar1y and SOU'ChVE!tlt.errlr I algng it. c1rculAr curve to the
I
le'ft having ~OZ' it. elements a ~en~rlll angle of 102 -:n.' 49'1 and a
rad1u. Of 45 fe.t, fo~ an a~c 41atance of 10.53 feet to a point
of Z'llvez'se ourva1;Qr8i thenoe :run scaa~..~ly, a.long a. circular
CYrVe ~ the right having for i~B elements a central angle of
30009'10" &n~ . ra41ua of 31$.00 teet, t~ an arc distance of
113.15 teet ~o . point of ravar.. curvature; ~ce run
sout.bveeterly 'and SouthaaBtarly, aloDq a circular curve to the
ldt. uv1ng for it5 eleJ1lent~ ia centn.l -n<<J1. of 74040'20n and.
radiua of 100.00 f.a~, for an arG dia~Q8 of 130.33 faQ~; ~hana.
l:'W1 S81-59'68". for 204.90'feetl thGnca run H73V:J6'4D"W fo~ 51.64
reet; thence run 588v26'13"W for 138.57 feet; 'thence run
NJsv28'21"W fer S".l~ feet; thenaa rWl S8soS3'J.,'IW fo~ 15.00
t.Q~; ~8Ila. I:'U.ft Hl-06' a3"" tor 301.90 fee1:i thence ruh
N8S-36'lJ"Z for 561.44 feet.j 'thence r1U'1 Jll.34'16I1W for 95.00
!ee~; tbeDca run M48-11'SO-Z tar 85.14 fe.~; thence run
H8S.26'13nE tor 85.00 feet; ~8DCe run M1-34'18"W for 590.00
fee't; thuc:e I'IUl X8'-Z"13'.Z ~OZ" 270.00 fe8't; ~. I:'\m
51.-34'16"1 %or 25.00 reaf., ~hanca :run 588-26'13"W tor 19.70 toeti
~ence ran Hl-33'47.. f~ 1.00 f..~; tbBDCa run 88S-26'13"W tor
30.00 !..~; 1:!ienc:e run S1-J3'47uB for 30.00 feet; thence ~\m
X8S.21'13wl tar 30.00 reeti tbenaa run S1vJ3'48HE for 1.00 r..t:
thanee run _8.-26'13". for ~5.71 f..~, tbeaco run 51-34'1'.. t~
29.QD reBtJ thBhca run H8s.a&'13"E ~cr 20.00 tmat; thence ~
Nl.34'1&UW for 84.00 tae~; thane. run 588-26'13"1 for 163.99
:ee~; theDce Z'Qn S1.34'16"E alo:ago 1:he ..at. 11118 ot lIa!.! 'rra=
"e", for 979.68 f8.~ to -the Po1nt of 8891=1119; concaininq 15..i1
&OZ'GS. mora OJ:' 1....
This Instrument was Prepared By:
Deborah L. Fish
Trammell Crow Residential
6400 Congres5 Ave., Su~te 2000
Boca Raton, FL 33487
~ /.\-
K C ~ ,,-'oK:", \(~.', -
jUL -31 -1995 ~ l' C;.)-.~,:. 9~-' -.. :-L. .-.."! ~ .r:. ~-
1~,O:""'l ~ ....." II - ....=;.:1 _.- ~ i' -4- '_.1 C= _.,:'
....Ioti 005.' Po:? 9 .::':~
! ........II-..I.i...
Can 10.00 Doc
-,,",
. /!J
EASEMENT. MAINTENANCE AND COST SHARING AGREEMENT
Tp~s,Easement, ~aintenance and Cost Sharing Agreement is made
this h-', '.!- day of_ .. r . \ , 1995 by and between Boynton Beach
I Limited partnership, a<Florida limited partnership (IIBBIII), and
Boynton Beach II Limited Partnership, a Texas limited partnership
("BBIIII).
BACKGROUND
BBI is the owner of a certain parcel of land described in
Exhibit "All, attached hereto and made a part hereof, located in the
city of Boynton Beach, Palm Beach county, Florida (the IIBBI
Propertyll) and intends to develop and improve the BBI Property with
a residential apartment community.
BBII is the owner of a certain parcel of land described in
Exhibit liB", attached hereto and made a part hereof, located in the
ci ty of Boynton Beach, Palm Beach county, Florida (the "BBII
Property" ) and intends to develop and improve the BBII Property
with a residential community.
The BBI Property and the BBII Property are contiguous to each
other. BBI and BBII desire that BBI provide non-exclusive
easements to BBII for certain specific purposes, in, on, over and
under certain areas of the BBI property in accordance with the
terms set forth herein.
AGREEMENT
NOW THEREFORE, in consideration of ten dollars and other
valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, the parties agree as follows:
I. GRANTS OF EASEMENT:
1. BBI hereby grants to BBII a non-exclusive perpetual easement
for ingress and egress to enter upon, across, over and under a
portion of the BBI Property which is more particularly described on
Exhibit "C" attached hereto and made a part hereof (the "Access
Easementll) for the purpose of pedestrian and vehicular access from
a public road to the BBII Property. Addi tionally, BBII shall have
ClRB 88c:;7 Ps ~?2~:;
the exclusive right to display within the Access Easement at a
specific location as more particularly described on Exhibit "0"
attached hereto and made a part hereof (the "Sign Location"), a
sign which shall meet with the terms and conditions'herein.
2. BBI hereby grants to BBII a non-exclusive, perpetual easement
for drainage (the "Drainage Easementll) from the BBII Property
across the BBI Property into the lake to be located on the BBI
Property (the IILake"), which Drainage Easement shall be as legally
described on Exhibit "E".
(The Drainage Easement and Access Easement are hereinafter
collectively called the "Easementsll.)
II. CONSTRUCTION AND MAINTENANCE:
1. BBI agrees to install an access road, sidewalk, lighting, and
landscape (the "Access Roadll), two (2) entry walls (the "Entry
Walls") and an entry gate (the "Entry Gate"), in accordance with
the approved site plan for the BBI property. Each of the foregoing
will be located within the Access Easement and will be paid for and
maintained by BBI, subject to the reimbursement provisions of this
Agreement. The Entry Gate shall be installed to accommodate both
the residents of the BBI Property and the BBII Property. BBI may
remove the Entry Gate at any time, whereupon BBII shall be entitled
to receive a refund of 100% of its contribution to BBI for the cost
of the Entry Gate mechanical arm device.
2. BBI hereby agrees to install the Lake on the BBI Property in
accordance with the approved site plan of the BBI Property. The
Lake will provide drainage and constitute an amenity for both
properties. BBI may, at its option, include a fountain in the Lake
(the "Fountain"). Each of the foregoing Lake and Fountain will be
located wi thin the Drainage Easement and will be paid for and
maintained by BBI, subject to the reimbursement provisions of this
Agreement.
(The Access Road, the Entry Gate, the Entry Wall, the Lake and the
Fountain are hereinafter collectively the "Improvementsll.)
3. BBII acknowledges that BBI's installation of the Improvements
does not interfere with the rights of BBII granted by this Easement
Agreement.
4. BBII hereby agrees to install letters or numbers on the Entry
Wall wi thin the Access Easement at the Sign Location for the
purpose of identifying and advertising the intended residential
community by BBII on the BBII Property, which sign (letters,
ORE 8857 fig 930
numbers and design) to be acceptable to BBl. BBII shall be
responsible for the maintenance of the letters on the Entry Wall
within the Access Easement.
III. REIMBURSEMENT OBLIGATIONS:
The parties acknowledge and agree that:
1. BBI shall bear the costs for the initial construction of the
Improvements wi thin the Easements and shall provide perpetual
maintenance thereof subject to reimbursement as outlined below.
2. BBII will be responsible to pay to BBI 50% of the costs to
construct the Improvements within five (5) days after delivery by ~
BBI to BBII of all invoices relative to such construction and
installation, but in no event prior to the issuance of the first
certificate of occupancy for the BBII property.
3. From and after the receipt by BBII of its first Certificate of
Occupancy for any structure completed on the BBII property, BBII
will be responsible to pay.to BBI 50% of all costs relative to the
maintenance of the Improvements and the Easements. BBI will cause
all invoices relative to the maintenance of the Improvements and
the Easements to be delivered to BBII quarterly, whereupon BBII
shall, within five (5) days of receipt thereof, tender to BBI the
full amount referenced thereon.
4. BBI and BBII hereby agree that all costs for repairs or capital
improvements required to be made to any of the Improvements within
the Easements from and after the date that the first certificate of
Occupancy is received by BBII, will be shared on a 50%/50% basis.
IV. DEFAULT.
If BBI fails to fulfill its obligation relative to construction,
installation or maintenance of the Improvements or the Easements,
or if BBII fails to fulfill its obligation with respect to payments
required hereunder, for such construction, installation or
maintenance, then the performing party shall have the right to
instruct, install or maintain the Improvements and Easements as
applicable, and to pay one hundred percent of the costs of such
construction, installation and maintenance provided, however, the
performing party shall then have a lien upon the non-performing
party's property, together with a lien on all tangible personal
property located on such non-performing party's property (except
such lien upon the tangible personal property shall be subordinate
to prior bonafide liens of record), which lien shall secure all
monies due from the non-performing party.
ORB 8857 P9 931
V. INTEREST.
Interest shall accrue on all monies due to be paid hereunder at the
highest rate allowed by law commencing on the date such payments
are due.
VI. LIMITED LIABILITY.
Except as specifically set forth below, BBI hereby holds BBII
harmless from and against all liabilities and claims brought by
residents or invitees of the BBI Property or by agents or employees
of BBI which arise from incidents occurring in, on, over or under
the Easements. BBII hereby holds BBI harmless from and against all
liabilities and claims brought by residents and invitees of the
BBII Property or by agents or employees of BBII which arise from
incidents occurring in, on, over or under the Easements.
Notwithstanding the foregoing or anything herein to the contrary,
the parties acknowledge and agree that BBI is granting to BBII the
Easements described herein for the purposes set forth herein and
that BBI shall have no liability to BBII or any other person or
entity arising from or in connection with the construction,
installation or malfunction of the Entry Gate or the Improvements
generally.
VII.
EXCESS FILL REQUIREIIEHT.
BBI hereby agrees that it shall place on the BBII Property Excess
Fill (as hereinafter defined) which is excavated from the BBI
Property during the installation of the Lake. For purposes of this
Agreement, Excess Fill shall be defined as fill excavated from the
BBI Property which is in excess of that which is needed by BBI, and
which is needed by BBII for the development of the BBII Property.
VIII. CORVEYANCE PERPETUAL.
Except as otherwise provided herein, the right to use and exercise
the rights and easements herein conveyed and all obligations
hereunder shall be perpetual and run with the land and inure to the
benefit of BBII, BBI, their respective heirs, successors and
assigns, their tenants, subtenants, licensees, concessionaires,
mortgagees in possession, customers and business invitees of such
persons, corporations, partnerships and/or other entities.
~n'"
VITti
n J-:' .-- -,. Q
o~~ l I 9
932
IN WITNESS WHEREOF, the Parties hereto, intending to be
legally bound, have caused this Agreement to be executed as of the
day and year first above written.
Signed, sealed and delivered
in the presence of:
BOYNTON BEACH I LIMITED
PARTNERSHIP, a Florida limited
partnership
By: TCR BOYNTON BEACH LIMITED
PARTNERSHIP, a Texas limited
partnership, its general
partner
a~~CI'~ -{, M
~/jVlJ~ rQA1l/4r~
By: TCR SFA BOYNTON BEACH, INC.,
a Texas corporation, its
general partner
By: ~~ ~~
Name:Gre ~ t
Title: Vice President
Signed, sealed and delivered
in the presence of:
BOYNTON BEACH II LIMITED
PARTNERSHIP, a Texas limited
partnership
By: TCR BOYNTON BEACH II LIMITED
PARTNERSHIP, a Texas limited
partnership, as general
partner
~~-L~
By: TCR SFA BOYNTON BEACH II,
INC., a Texas corporation, as
general partner
By. ~~
Na~e:
Title: Vice President
[NOTARIZATIONS APPEAR ON NEXT PAGE]
ORB 8857 pg 933
STATE OF FLORIDA )
) SS
COUNTY OF PALM BEACH)
The oregoing instrument was acknowledged before me this ~/d
day of u~ , 1995, by Greg Iglehart, Vice President of
TCR SFA B ynton Beach I, Inc., a Texas corporation, general partner
of TCR Boynton Beach I Partnership, a Texas limited partnership,
general partner of Boynton Beach I Limited Partnership, a Texas
limited partnership who is personally known to me or who produced
a Florida driver's license as identification.
c=J~~l1.U
Notary Public
Name: \'")e~cC\..k L. ~ ~~
Commission Expires: 1\ - \ '2 - '1(;,
Serial Number: ~ c.. J..L\ \ l~q t
STATE OF FLORIDA )
)ss
COUNTY OF PALM BEACH )
The foregoing instrument was acknowledged before me this 21~
day of ~,.......s:: , 1995, by Greg Iglehart, Vice President of
TCR SFA \ ynton Beach II, Inc., a Texas corporation, general
partner of TCR Boynton Beach II partnership, a Texas limited
partnership, general partner of Boynton Beach II Limited
Partnership, a Texas limited partnership who is personally known to
me or who produced a Florida driver's license as identification.
G:)~L,A('~i. M
Notary PublJ.c
Name: ~(>\o'o..k L. \=;~k
commission Expires: \\-t7-~~
Serial Number: ~ ~ -;1.'-1 11.9" ,
i'.!:JS
':J ; .~
8857 p~
9--- ,
..:J....,.
MORTGAGEES CONSENTS
signed, sealed and delivered
in the presence 0(:
/? - '--?- ;'
(, '. I ,i , /' 1,,,- ! .,-/1.,,, ,l- ..
, ,~....-/-'1_-...."..., '- . ..c.... I '-
FLEET NATIONAL BANK
~A?~
By:
Name:
~A .:!,Av.......Q
Ti tie: 11'/
Signed, sealed and delivered
in the presence of:
HOWARD R. SCHARLIN, TRUSTEE
By:
Name:Howard R. Scharlin
Title: Trustee
STATE o Ff.Yf- ~ ~y
~ ) SS
COUNTY ot<::/t...".,:tk1\-<<..../)
The foregoing instrument was acknowl.edged b.%re me
d~~ of ~C:d ' 1995, by 11'U' cLLL- ?L. . ~~:g
/;/ ~ '( ~ r ))1' (.u-v-r of FLEET NATIONAL BANK
personally known to me or who produced a Florida driver's
as identification. ~
Q -. 'C~
N~ a~ic
Name: ~fy; G/A- ~. Ly'6115
Commission Expires:
Serial Number:
--'10
this :2-
, as
who is
license
-
ORB 8857 fig 935
MORTGAGEES CONSENTS
Signed, sealed and delivered
in the presence of:
FLEET NATIONAL BANK
signed, sealed and delivered
in the presence of:
~
STATE OF
COUNTY OF
The foregoing
day of
By:
Name:
Title:
HOWARD R. SCHARLIN, TRUSTEE
By:
Name:
Title: Trustee
)
) SS
)
instrument was acknowledged before me this ---
, 1995, by I as
of FLEET NATIONAL BANK who is
me or who produced a Florida driver's license
personally known to
as identification.
Notary Public
Name:
Commission Expires:
Serial Number:
STATE OF FLORIDA
COUNTY OF DADE
, The f~O eg9ing
day of ___~/~
who is p on lly
driver's license as
)ss
ORB 8857 P9 936
instrument was acknowledged before me-this ~~
, 1995, by Howard R. Scharlin, Trustee
known to me or who has produced a Florida
identification.
~//LA' a6Jf~/
otary Public
Name: Kenia Sanchez
Commission Expires:
Serial Number:
KENIA SANCHEz
NOTARY PUBUC STATE OF
COMMISSION NO. CC381140
MY COMMISSION EXP. LY 4.1998
,...,
GRB _. :as....." ,0,",_
_0 .. 9..j7
EXHIBIT "A"
THE VININGS AT BOYNTON BEACH
PHASE I
LEGAL DESCRIPTION
THE VININGS AT BOYNTON BEACH - PHASE I, pun,
according to the Plat thereof as recorded in Plat Book 74,
at Pages 101-102, of the Public Records of Palm Beach
County, Florida.
09/22/94
13:12 ~~ 305 9iJ 2686
ceL CONSULTANTS
~UU~/UU;)
V \\
0(H18fT 8
ORB 8857 P9 938
THE VININGS AT BOYNTON BEACH
PHASE II
LEGAL DESCRIPTION
A portion of Tract "e", WOOLBRIGHT PLACE PLAT ~, according to the
Plat thereof, as recorded in Plat Book 67, at Pages 47 thru 49,
of the Public Records of Palm Beach County, Florida, being more
particularly described as follows:
COmmence at the southeast corner of said Tract "e"i thence run
Nl034'1.6"W, along the East line of said Tract "C", for 698.40
feet to the Point of Beqinning; thence run S88025'44"W for 272.87
feet to a point of curvature; thence run Southwesterly and
Northwesterly, along a circular curve to the right having for its
elements a central angle of 67041'00" and a radius of 20 feet,
for an arc distance of 23.63 feet to a point of tangency; thence
run N230S3'16"W for 66.86 feet; thence run S42035'58"W for 54.58
feet; thence run S8go44'09"W for 36.1.3 feet; thence run
N680S6'13-W for 17.17 feet to a point of curvature; thence run
Northwesterly and Southwesterly along a circular_curve to the
1eft havinq for its elements a central angle of 71051.'10" and a
radius of 42 feet, for an arc distance of 52.67 feet to a point
of tangency; thence run S39012'37"W for 15.57 feet to a point of
curvature; thence run Southwesterly and Northwesterly, along a
circular curve to the right having for its elements a central
angle of 1.06Cll1'22" and a radius of 20 feet, for an arc distance
of 37.07 feet to a point of reverse curvature: thence run
Northwesterly and Southwesterly, along a circular curve to the
left havinq for its elements a central angle of 1.02031'49" and a
09/22/94
lJ:12 F.\A J05 97J 2686
CCL CONSULTM"TS
41 OOJ/OOJ
i'98
Vh
8857 ?9
939
radius of 45 feet, for an arc distance of 80.53 feet to a point
of reverse curvature; thence run southeasterly, along a circular
curve to the right having for its elements a central angle of
30009'10" and a radius of 215.00 feet, for an arc distance of
113.15 feet to a point of reverse curvature; thence run
Southwesterly and Southeasterly, along a circular curve to the
left having for its ele-ments a central angle of 74040'20" and
radius of 100.00 feet, for an arc distance of 130.33 feet; thence'
run S87059'48"W for 204.90 feet; thence run N73036'40"W for 61.64
feet; thence run S88026'13"W for 138.57 feet; thence run
N35028'21"W for 54.32 feet; thence run S88053'37"W for 15.00
f:eet; thence run N1006'23"W for 301.90 feet; thence run
N88026'13"E for 561.44 feet; thence run N10J4'16"W for 95.00
feet; thence run N48D11'50"E for 85.14 feet; thence run
N88026'13"E for 85.00 feet; thence run NI034'16"W for 590.00
teet; thence run N88D26'1J"E for 270.00 feet; thence run
Sl034'16"E for. 25.00 feet; thence run S88026'13"W for 19.70 feet;
thence run NI033'47RW for 1.00 feet; thence run SB8026'13"W for
30.00 feet; thence run Sl033'47"E for 30.00 feet; thence run
N88026'13"E tor 30.00 feet; thence run Sl.o33'48"E for 1.00 teat;
thence run N88026'13lfE for 35.71 feet; thence run S1034'16nE for
29.00 feet; thence run N88D26'13"E for 20.00 feet; thence run
N1034'16"W for 84.00 feet; thence run N88026'J.3t1E for 163.99
teet; thence run SJ.D34'16"E along the East line of said Tract
"e", for 979.68 feet to the Point of Beqinninq; containing 15.91
acres, more or less.
S. W, B TH STREET
(",_ 17. PC"' 41-.... , "C.III)
________4----
----
.---- ~\ "000"-
.----- ~
~ I NO \'O&'zrW I ~ _ "9,1S'
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EXHIBIT IIClI
ACCESS EASEMENT
ORB
All of Tract
Beach, Phase
102, in the
8857 P9
the plat of The Vinings at
recorded ~n Plat Book 74 at page
of Palm Beach County, Florida.
as shown on
I , P . U . D., as
Public Records
A,
L..U([ lIO"'fOM [STAllS flUT 1
P.I. 14. ,G. '7. "...C...
TRACt 8
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'CONSUL TANTS
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CCl -/'10NSULTANTS,
ENGINEERS SURVEYORS
PLANNERS
eel
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2200 PARK CENTRAL BLVD. N. SUITE 100 POIo/PANO BEACH, n. 33084 (305) 8]4-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
CONSUL TANTS
,'"
EXHf8n ])
POINT OF BEGINNING
NORTHWESTERLY ~
CORNER TRACT A 15.00'
N 88"53'37' E
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S 88"26'1 j W 45.66'
-7
NEWLAKE DRIVE
LEGAL DESCRIPTION:
A PORTION OF TRACT A, THE VININGS AT BOYNTON BEACH PHASE " P.U.D., ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 74, PAGES 101 AND 102, OF THE PUBLIC RECORDS
OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWESTERLY CORNER OF' TRACT A OF' SAID PLAT: THENCE NORTH 88"53'3/ EAST,
ALONG THE NORTHERLY LINE OF' SAID TRACT A,
FOR 15.00 FEET: THENCE SOUTH 35.28'21" EAST FOR 54.32 FEET: THENCE SOUTH 88"26'1,) WEST
F'OR 45.66 FEET; THENCE NORTH 01.06'23" WEST, ALONG THE EASTERLY LINE OF SAID TRACT A,
FOR 45.20 FEET TO THE POINT OF BEGINNING.
SUBJECT TO EXISTING EASEMENTS, RIGHTS-OF-WAY, RESERVATIONS OR RESTRICTIONS, OF RECORD,
IF ANY.
NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS
SEALED WITH AN Et.4BOSSED SURVEYOR'S SEAL
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY
ceL CONSULTANTS, INC. FOR [ASEWENTS AND OR RIGHTS-
OF-WAY OF RECORD.
3. DATA SHOWN HEREON WAS COt.4PILED FRO'" OTHER
INSTRUt.4ENTS AND DOES NOT CONSTITUTE A nELD SURVEY
AS SUCH.
REVISIONS DATE BY
SKETCH AND LEGAl. 03\ 16\95 C.K
CERTIF'lCATION:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF t.4Y
KNOWLEDGE AND BELIEF AND THAT IT t.4EETS THE Ioo1IHIt.4UW
TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE
BOARD OF D SIJRY~RS"~;ICHAv.:rER 81017-8. F'lORIDA
ADWINIST TIV CO!)!:.'" :'~-," '.~~';_ _:',:
~.- . _, Il.. '.' , , '
- -' " '.'.. C"""~c
- .:. -:....' .." . '\... .-
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PROFESSIONAL NO SURVEYOR ~7 STATE OF FLORIDA
GREGORY S. WIRE, P.LS.
SCALE : DRAWN CHECKED FIELD
1. = 20' BY CAK BY G.S,M BOOK
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DRAINAGE EASEMENT
All of the
Beach, Phase
102, in the
of The Vinings at
Plat Book 74 at page
County, Florida,
II Lake II as shown
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Public Records
on the plat
recorded in
of Palm Beach
Boynton
101-
Together with:
(see Ii con' t. )
lMl IO.....TOII lSTAftS PUT
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ENGINEERS SURVEYORS PLANNERS
1200 PARK CENT1W. BLVD. H. SUITE 100 POIolPANO BEACH, fL 330154 (305) 97.4-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
( TRACT L
0' (LAKE)
\a~~--- ~
- - - -..-( POINT OF
,f ~./ /' _ -1{io'Q\ TERMINUS
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POINT OF COMMENCEMENT
SOUTHWESTERLY CORNER
~ PARCEL A
/" N 82"31'12" E MOlAL
LEGAL DESCRIPTION: PROPOSED 20' DRAINAGE EASEMENT
A 20.00 FOOT EASEMENT ON A PORTION OF' PARCEL A, THE VININGS AT BOYNTON BEACH-PHASE
1, P.U.D., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGES 101 AND
102, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWESTERLY CORNER OF PARCEL A, OF' SAID PLAT, SAID POINT BEARS
NORTH 82"31'1 t' EAST TO THE NEXT DESCRIBED CURVE; THENCE NORTHWESTERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 1441.26 FEET, A CENTRAL ANGLE OF
05.34'14., FOR AN ARC DISTANCE OF' 140.13 FEET TO THE POINT OF BEGINNING, SAID 20.00
FOOT WIDE EASEMENT 10.00 FEET lYING ON EACH SIDE OF AND ADJOINING THE FOLLOWING
DESCRIBED CENTERLINE; THENCE SOUTH 66"37'16" EAST FOR 19.41' FEET; THENCE SOUTH
05.35'04. EAST F'OR 46.98 FEETi THENCE NORTH 74.04'32. EAST FOR 247.42 FEETi THENCE
NORTH 38"39'41' WEST FOR 115.60 FEET; THENCE NORTH 1757'28" EAST FOR 209.16 f'EET;
THENCE NORTH 5755'19. EAST FOR 133.27 FEET; THENCE NORTH 72"26'01. EAST FOR 108.96
FEET TO THE EASTERLY LIME OF' TRACT L (LAKE) AND POINT OF TERMINUS.
EASEMENT LINES ARE LENGTHENED OR SHORTENED AS NECESSARY, IN ORDER TO MAINTAIN A
CONTINUOUS STRIP OF LAND AND TO INTERSECT EXISTING RIGHT -OF -WAYS OR EASEMENTS OF
RECORD.
SUBJECT TO EXISTING EASEMENTS, RIGHTS-OF'-WAY, RESERVATIONS OR RESTRICTIONS, Of' RECORD,
If' ANY.
CONSUI.TANTS
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R = 1441.26'
L = 140.13'
MORTON'S WAY
NOTES:
1. REPRODUCTIONS Of' THIS SKETCH ARE NOT VAUD UNLESS
SEALED WITH AN EWBOSSED SURVEYOR.S SEAL
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY
eCL CONSULTANTS, INC. fOR EASEIIIENTS AND OR RIGHTS-
Of-WAY Of RECORD.
3. DATA SHOWN HEREON WAS COW PILED fROM OTHER
INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY
AS SUCH.
REVISIONS DATE BY
SKETCH AND LEGAL 03\ 16\95 C.K
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CERTlrlCA TION:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL
DESCRIPTION IS TRUE AND CORRECT TO THE BEST Of MY
KNOWLEDGE AND 9EUEf AND THAT IT MEETS THE MINIWUM
TECHNICAL STANDARDS SET fORTH BY THE fLORIDA STATE
BOARD Of' NO SURVEYORS IN CHAPTER 61G17-15. f'LORIDA
ADMINIS T E COOE.
L
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PROfESSIONAll LAND SURVEYOR <<37 STATE Of nORIDA
GREGORY S. WIRE. P.LS.
SCALE : DRAWN CHECKED fiELD
1. = 100' BY CAK BY G,S.M BOOK
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CC.u CONSULTANTS, l.LIC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. H. SUITE 100 POMPANO BEACH. f'L 33064 (305) 97"-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
eel
CONSUL TA~TS
E "1C H I t3 IT :E (' (l tJ r-,
LEGAL DESCRIPTION:
A 15.00 rOOT DRAINAGE EASEMENT LYING 7.50 rEET ON EACH SIDE or THE
rOlLOWING DESCRIBED CENTERLINE:
A PORTION or PARCEL" A" Of" THE VININGS AT BOYNTON BEACH, PHASE 1,
P.U.D., ACCORDING TO THE PLAT THEREOf" AS RECORDED IN PLAT BOOK 74,
PAGES 101 AND 102 or THE PUBLIC RECORDS or PALM BEACH COUNTY,
rLORIDA, BEING MORE PARTICULARLY DESCRIBED AS rOllOWS:
COMMENCING AT THE NORTHEAST CORNER Of" SAID PLAT or THE VININGS AT
BOYNTON BEACH - PHASE 1, P.U.D.; THENCE SOUTH 88'25'44" WEST rOR A
DISTANCE or 272.87 rEET TO A POINT or CURVATURE Of" A CIRCULAR CURVE
TO THE RIGHT; THENCE WESTERLY AND NORTHWESTERLY ALONG THE ARC or
SAID CURVE, HAVING A RADIUS Of" 20.00 rEET, A CENTRAL ANGLE or 6741'00"
rOR AN ARC DISTANCE or 23.63 rEET TO THE POINT or TANGENCY; THENCE
NORTH 23.53.16" WEST. A DISTANCE or 39.96 rEET TO THE POINT or
BEGINNING or THIS DESCRIPTION. THE LAST THREE DESCRIBED COURSES BEING
rURTHER DESCRIBED AS BEING ON THE NORTHERLY BOUNDARY Of" SAID THE
VININGS AT BOYNTON BEACH - PHASE 1. P.U.D.; THENCE SOUTH 20.58'49"
WEST rOR A DISTANCE OF 39.69 FEET TO THE POINT OF TERMINUS, SAID POINT
OF" TERMINUS BEING ON THE NORTHERLY BOUNDARY OF" SAID TRACT L (LAKE).
THE SIDES Of" SAID EASEMENT ARE lENGTHENED OR SHORTENED TO TERMINATE
ON THE NORTH LINE or SAID PLAT AND NORTHWESTERLY BOUNDARY OF SAID
TRACT L (LAKE).
SAID LANDS SITUATE lYING AND BEING IN PALM BEACH COUNTY. rlORIDA.
SUBJECT TO EXISTING EASEMENTS. RIGHTS-Or-WAY. RESERVATIONS AND
RESTRICTIONS. OF RECORD. IF ANY.
N
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NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS
SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY
CCL CONSULTANTS. INC. rOR EASEMENTS AND OR RIGHTS-
OF-WAY or RECORD.
3. DATA SHOWN HEREON WAS COMPILED FROM OTHER
INSTRUMENTS AND DOES HOT CONSTITUTE A fiELD SURVEY
AS SUCH.
... BEARINGS SHOWN HEREON ARE BASED ON THE PLAT Of
THE VININOS AT BOYNTON BEACH - PHASE I, P.U.D.,
THE EAST LINE Of SAID PLAT BEARS SOl'34'l6'"E.
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CERTIFICATION: , ;:.~ ~~ .'.... ir'::
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I HEREBY CERTIfY THAT TH~ ATTACHED SKtTCH '~NDLltOAi. .
DESCRIPTION IS TRUE AND CORREl:T TO THE BEST OF "''1':: ;-
KNOWLEDGE AND BELlEr ANO 'HAT .IT MEETS THE t.l)NIMUi.4,;:
TECHNICAL STANOARDS SET F'ORTH IilY~ THE rLOBIOA STATE,'
BOARD Of' LAND SURVEYORS !tt CHAPTER 61017-6, rlORIDA
ADMINISTRATIVE CODE. ,.". ", '
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REVISIONS
DATE
BY
at
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PROfESSIONAL LAND SURVEYOR 2885 STATE Of F'LORIDA
WILSON E. WAY, P.L.S.
DATE DRAWN CHECKED nELD
3/31/95 BY M,O, BY W.W, BOOK
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CC_ CONSULTANTS, ~ IC.
ENGINEERS
SURVEYORS
PLANNERS
.
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, rL 33064 (30S) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
I'
POINT OF, BEGINNING I I
N2J"SJ'I6"W I
39,96' I
20' LAKE
MAINTENANCE I
EASEMENT~ ~~~ft I
S 8l!'2S'''! _W~7.:.1_
R_~~~CEL A "i I v:
6-67...... t \ r V I
POINT Of' COMMENCEMENT ~"' V I II
N':'2::~,. OF THE "MNGS ,,-n 'I I II
BOYNTON BEACH-PHASE , P U 0
I TRACT L (LAKE) /" - "- ~. 74, PCS, 101 '" 102, 'P.B,C:R' I I I
, (PB. ". PC5. '0' . '02 PB.C...' (~ "----:: -- -:; _ I I I I:
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TRACT C
WOOLBRIGHT PLACE PLA T 1
(P.B, 67, PGS, 47-49, P,B,C,R,)
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NORTH LINE OF THE VlNINGS AT
BOYNTON BEACH - PHASE I, P.U,D.,
(P,B. 74, PGS, 101 & 102. P,B,C.R,)
- ---....
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POINT OF
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a: 15' O.E,
S}O'S8'4srw
39.69'
REVISIONS
DATE
BY
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ESTATES PLAT 2
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PARCCL A
. THC V1N1NG~ PHAsr I
1.40RTON'S w...
\, \ SHOP PES or WOOLBRIGHT P.C.D,
LAKE BOYNTON (P.S, 65. PGS, 137 '" 138)
ESTATES PLAT
(P,B. 13, PG. 53) Loca~~on Malp
NOT TO SCALE
PROfESSIONAL UNO SURVEYOR 2885 STATE or rLORIOA
WILSON E. WAY, P.LS.
DATE DRAWN
3/31/95 BY M,O.
CHECKED I fiELD
BY W.W. BOOK
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CONSULTANTS
CL~ CONSULTANTS, liVC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, f'L 33064 (305) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
eel
CONSULTANTS
EXm';IT ~ (O~ ',.
LEGAL DESCRIPTION:
A 15.00 FOOT DRAINAGE EASEMENT LYING 7.50 FEET ON EACH SIDE OF THE
FOLLOWING 'DESCRIBED CENTERLINE:
A PORTION OF PARCEL" A" or THE VININGS AT BOYNTON BEACH, PHASE 1,
P.U.D., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74,
PAGES 101 AND 102 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID PLAT OF THE VININGS AT
BOYNTON BEACH - PHASE 1, P.U.D.; THENCE SOUTH 88'25'44" WEST rOR A
DISTANCE or 272.87 rEET TO A POINT or CURVATURE OF A CIRCULAR CURVE TO
THE RIGHT; THENCE WESTERLY AND NORTHWESTERLY ALONG THE ARC OF
SAID CURVE, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
67"41'00" FOR AN ARC DISTANCE OF 23.63 FEET TO THE POINT OF TANGENCY;
THENCE NORTH 23"53'16" WEST, A DISTANCE OF 66.86 FEET; THENCE SOUTH
42' 35'58" WEST FOR A DISTANCE OF 54.58 FEET; THENCE SOUTH 89'44'09"
WEST FOR A DISTANCE OF 36.13 FEET; THENCE NORTH 68'56'13" WEST FOR A
DISTANCE OF 17.17 FEET TO A POINT or CURVATURE OF A CIRCULAR CURVE TO
THE LEFT; THENCE WESTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID
CURVE, HAVING A RADIUS or 42.00 FEET, A CENTRAL ANGLE OF 71'51'10" FOR
AN ARC DISTANCE OF 52,67 FEET TO THE POINT OF TANGENCY; THENCE SOUTH
39'12'37" WEST FOR A DISTANCE OF 15.57 FEET TO A POINT or CURVATURE
ON A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHWESTERLY, WESTERLY
AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF
20,00 rEET, A CENTRAL ANGLE OF 106.11'22", AN ARC DISTANCE or 37.07 FEET
TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT;
THENCE NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY ALONG THE ARC
OF SAID CURVE, HAVING A RADIUS or 45.00 FEET, A CENTRAL ANGLE OF
1 02.31'49" FOR AN ARC DISTANCE OF 80.53 FEET TO A POINT or REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHWESTERLY
ALONG THE ARC or SAID CURVE, HAVING A RADIUS OF 215.00 FEET, A CENTRAL
ANGLE OF 28.57'57", AN ARC DISTANCE OF 1 08.69 FEET TO THE POINT OF
BEGINNING or THIS DESCRIPTION, THE LAST ELEVEN DESCRIBED COURSES
BEING FURTHER DESCRIBED AS BEING ON THE NORTHERLY BOUNDARY OF SAID
PLAT OF THE VININGS AT BOYNTON BEACH - PHASE 1, P.U.D.; THENCE SOUTH
28'08'07" EAST FOR A DISTANCE OF 28.38 FEET TO THE POINT OF TERMINUS,
SAID POINT OF TERMINUS BEING ON THE NORTHWESTERLY BOUNDARY OF SAID
TRACT L (LAKE), THE SIDES OF SAID EASEMENT ARE LENGTHENED OR
SHORTENED TO TERMINATE ON THE NORTH LINE OF SAID PLAT AND
NORTHWESTERLY BOUNDARY OF SAID TRACT L (LAKE).
SAID LANDS SITUATE LYING AND BEING IN PALM BEACH COUNTY, FLORIDA.
SUBJECT TO EXISTING EASEMENTS, RIGHTS-OF-WAY, RESERVATIONS AND
RESTRICTIONS, OF RECORD. IF' ANY,
N
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.-
NOTES:
1. REPRODUCTIONS or THIS SKETCH ARE NOT VALID UNLESS
SEALED WITH AN EMBOSSEO SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON WERE HOT ABSTRACTED BY
CCL CONSULTANTS, INC. rOR EASEMENTS AND OR RIGHTS-
OF'-WAY or RECORD.
3. DATA SHOWN HEREON WAS COMPILED FROM OTHER
INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY
AS SUCH.
4. BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF'
THE VININOS AT BOYNTON BEACH - PHASE " P.U.D.,
THE EAST LINE OF' SAID PLAT BEARS S01.34'16"E.
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CERTlF'lCA TION:
I HEREBY CERTIf'Y THAT THE ATTACHED SKETCH AND LEGA:'
DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF' ~Y
KNOWLEDGE AND BEllEr AND THAT IT MEETS THE MIHIMUIot
TECHNICAL STANDARDS SET f'ORTH BY THE rLORID^ S''fIlTE
BOARD OF' LAND SURVEYORS IN CHAPTER 6101 7 - 6, F'LORIOA
ADMINISTRATIVE CODE.
REVISIONS
DATE
BY
o
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~
PRorESSIONAL LAN SURVEYOR 2885 STATE or F'LORIDA
WILSON E. WAY, P.LS.
DATE DRAWN CHECKED flELD
3/31/95 BY M.D, BY W.W. BOOK
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CC'.~ CONSULTANTS, -VC.
ENGINEERS SURVEYORS PLANNERS
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH. FL 33064 (305) 974-2200
POMPANO BEACH ORLANDO WEST PALM BEACH
. CONSULTANTS
TRACT E
LAKE BOYNTON
ESTATES PLAT 2
(P.S. U. PG. 17)
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vi . me V1N/NCS" PHAse I
TRACT C
WOOLBRIGHT PLACE PLA T 1
(P.B. 67. PCS, 47-49. P,B,C.R,)
LAKE BOYHTOH \
ESTATES PLAT
(P.S. 13, PG. 53)
SHOP PES or WOOLBRIGHT P,C.D.
(P.8, 65. PGS. D7 6: 138)
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NORTH LINE OF THE VlNINCS AT
BOYNTON BEACH - PHASE 7. P.U.D..
(P.e, 74, PCS. 101 ct 102. P.B,C.R.)
Loca~~on Malp
NOT TO SCALE
R-215.00'
,o,-2B"57'5T
L-l08,1l9'
POINT OF
BEGINNING
I I
N23"5J'Ill"w I I I
66.86' I
20' LAKE I
IolAINTENANCE
EASEMENT~ ~~~ a I
S 8!l'25'''! _W~7~1_
R-20,OO' PARCEL A ~ I
,0,-67""00" \ r
L-2J.llJ'
N6B"511'I3"w
17,17'
R-"2.00'
6-71'51'1Q"
L-52,67'
POINT OF COMMENCEMENT
N.E. CORNER OF' THE V1N1NGS AT
BOYNTON BEACH-PHASE '. P,U.O,
(P.B. 74, pes, 101 dt 102. P,B,C.R
~---
)
- -
- -
----
----
-- --
588' 26 ' I J.W
MORTON'S
1150.08'
WAY
... .. ..~......."
REVISIONS
DATE
BY
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PROFESSIONAL LAND SURVEYOR 2885 STATE OF FLORIDA
WILSON E. WAY, P.L.S.
DATE DRAWN CHECKED FIELD
3/31/95 BY M.D. BY W.W, BOOK
'"