Resolution 1996-304
letn:
eml TO 1II BOlID
1I1110!PIel IT! 'LOOI
1Il1ll0
IICOIDIO 10 tho O!PIClII IICOID! of emIII eoom, II
01/11'" It Ol:IlAll OIIGHTI. mel, eml
IIC m 13.50
corns 11.00
JUN 2 5 1996
RESOLUTION NO. 96-~
RESOUJTION FOR PETITION AV 96.012 TO VACATE PORTIONS OF
DRAINAGE. AGGESS AND KAINTENANGE EASEMENTS LOCATED ON
PORTIONS OF THE PLATS OF PELICAN MARSH GOLF COURSE PHASE
ruo. AS RECORDED IN PLAT BOOK 24, PAGES 42-43 ANO THE PLAT
OF PELICAN MARSH GOLF COURSE PHASE THREE, AS RECORDED IN
PLAT BOOK 25. PAGES 14.16, ALL OF TilE PUBLIC RECOROS OF
COLLIER COUNTY, FLORIOA.
WHEREAS, pursuant to Section 177.101, Florida Statutes, Edward R. Griffith,
P. E. as agent for owner, UCI COl1Ullunitiu Lillli ted Partnership, does hereby
request the vacation of portions of drainage, access and maintenance easements
located on portions of the plats of Pelican Marsh Golf Course PhDse Two, as
recorded in Plat Book 24, Pages 42.43, and the Plant of Pelican Marsh Golf
Coune Phase Three, as recorded in Plat Book 25, Pages 14.16, all of the Public
Records of Collier County, Florida; and
WHEREAS, the Board has this day held a public hearing to consider vacating
a portion of said plat as more fully described below, and notice of said public
hearing to vacate was given as required by law; and
WHEREAS, the granting of the vacation will not adversely affect the
ownership or right of convenient access of other property owners.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY Cc.;.::~TSSIONERS OF
COLLIER COUNTY, FLORIDA, that the following be and is hereby vacated:
See Exhibit "A" attached to and irll....:;:~orated hereir.
BE IT FURTHER RESOLVED, that the Clerk is hereby directed to record a
certified copy of this Resolution in the Public Records of Collier County,
Florida and to make proper notations of this vacation on the plat of Pelican
Harsh Golf Course Phase Two, Pelican Harsh Golf Course Phase Three, and the plat
of Pelican Harsh Unit Twelve as referenced above.
This resolution adopted after motion, second and majority vote favoring
same.
'bATED: ~/;>'j?f"
ATTEST: .
DYIGHT E. BROCK, .Clerk
/ii'" --4;,
Approved as to form and
le~at suff111ency:
{j.rL l AY~l~
Heidi F. Aahton
Assistant County Attorney
G.~.
,
IOOl (JOD WI 17fJ
RDH/hk/51596
...IIII1!1i\
1==='hGNOU
1....iB
1111. AABER &
.....rn
.......
...... RUNDAGE. INC.
Pmfcssi.OfUl cnginccn. pbnnc:rs & land ~urvcy()n
OR: 2200 PG: 2214
DESCRIPTION OF DRAINAGE, MAINTENANCE AND ACCESS EASEMENT
(FOR V ACA nON PURPOSES)
ALL THAT PART OF PELICAN MARSH GOLF COURSE PHASE THREE, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGES 14 THROUGH 16,
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
'-.
BEGINNING AT THE SOUTHWEST CORNER OF LOT 37, PELICAN MARSH UNIT
TWELVE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26,
PAGES 48 THROUGH 50, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE NORTH 00028'43" WEST ALONG A WESTERLY LINE OF SAID
PELICAN MARSH UNIT TWELVE 255.39 FEET TO THE BEGINNING OF A
CIRCULAR CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 50.00
FEET;
THENCE NORTHERLY AND NORTHWESTERL Y ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 23040'46" AN ARC DISTANCE OF
20.66 FEET TO A POINT OF REVERSE CURV A TIJRE CONCAVE
NORTHEASTERL Y AND HA VING A RADIUS OF 500.00 FEET;
THENCE NORTHERL Y ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 27055'24" AN ARC DISTANCt CF 243.68 FEE TO A
POINT OF COMPOUND CURV A TIJRE CONCAVE SOUTHEASTERLY AND
HAVING A RADIUS OF 130.00 FEET;
THENCE NORTHERL Y, NORTHEASTERLY AND EASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84055'05" AN ARC
DISTANCE OF 192.67 FEET;
THENCE NORTH 88041'00" EAST ALONG THE NORTHERL Y LINE OF SAID
PELICAN MARSH UNIT TWELVE A DISTANCE OF 195.24 FEET TO THE
BEGINNING OF A CIRCULAR CURVE CONCA VE SOUTHERLY AND HAVING A
RADIUS OF 50.00 FEET;
THENCE EASTERL Y ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 25034'22" AN ARC DISTANCE OF 22.32 FEET TO A POINT
OF COMPOUND CURV A TIJRE CONC . VE SOUTHWESTERLY AND HAVING A
RADIUS OF 130.00 FEET;
THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERL Y ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49051'03" AN ARC
DISTANCE OF 113.11 FEET;
THENCE SOUTH 15053'35" EAST ALONG AN EASTERLY LINE OF SAID
PELICAN MARSH UNIT TWELVE A DISTANCE OF 234.00 FEET TO THE
BEGINNING OF A CIRCULAR CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 725.00 FEET;
~OOK 000 p"d80
(I OF 6)
.\lain Office: i400 Tamhuni Trail N.,Suitc 200. Naples, Aoricb 33963' (94J) 597"'~1 J I. FA-X: 194115M,.1203
Lee County: 16251 lend,.... .'k. Suite 101. Fort M~'ers. Rondol 33901 . (941) 334-! J n . FAX: !9.J.) . 334-117:::
OR: 2200 PG: 2215
JUN 2 5 1996
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 26'13'54" AN ARC DISTANCE OF 331.92 FEET TO AN
INTERSECTION WITH A NON-TANGENT LINE AND A SOUTHERLY LINE OF
TRACT GC9, PELICAN MARSH GOLF COURSE PHASE THREE, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGES 14 THROUGH
16, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE LEAVING SAID EASTERLY LINE OF PELICAN MARSH UNIT TWELVE
SOUTII 89'20'45" WEST ALONG SAID NON-TANGENT AND SOUTHERL Y LINE
A DISTANCE OF 4.0 I FEET TO AN INTERSECTION WITH A WESTERLY LINE
OF SAID TRACT GC9 AND AN INTERSECTION WITH THE ARC OF A
CIRCULAR CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS
NORTH 81'32'08" WEST 750.00 FEET;
THENCE NORTHERLY ALONG SAID WESTERLY LINE AND THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 17'45'22" AN ARC DISTANCE OF
232.43 FEET TO A POINT OF COMPOUND CUR V A TIJRE CONCA VE WESTERLY
AND HA VING A RADIUS OF 1714.16 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 07'06'30" AN ARC DISTANCE OF 212.67 FEET;
THENCE NORTH 16'24'00" WEST 134.74 FEET TO THE BEGINNING OF A
CIRCULAR CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF
100.00 FEET;
THENCE NORTHERLY, NORTHWESTERLY AND WESTERL Y ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77'36'00" AN ARC
DISTANCE OF 135.44 FEET;
THENCE SOUTH 86'00'00" WEST ALONG A SOUTHERL Y'LlNE OF SAID TRACT
GC9 A DISTANCE OF 199.41 FEET TO THE BEGINNING OF A CIRCULAR
CURVE CONCAVE SOUTIlEASTERL Y AND HAVING A RADIUS OF 100.00
FEET;
THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG mE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 76'45'00" AN ARC
DISTANCE OF 133.95 FEET TO A POINT OF COMPOUND CUR V A TIJFE
CONCAVE EASTERLY AND HAVING A RADIUS OF 4 i ~.Q6 FEET;
THENCE SOUTHERLY ALONG AN EASTERLY LINE OF SAID TRACT GC9 AND
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31'42'00" AN
ARC DISTANCE OF 229.59 FEET TO A POINT OF REVERSE CURVATIJRE
CONCA VE WESTERLY AND HAVING A RADIUS OF 296.57 FEET;
THENCE SOUTIlERL Y ALONG AN EASTERLY LINE OF SAID TRACT GC9 AND
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28'26'16" AN
ARC DISTANCE OF 147.20 FEET TO A POINT OF REVERSE CURVATIJRE
CONCAVE EASTERLY AND HAVING A RADIUS OF 650.00 FEET;
'-.. THENCE SOUTIlERL Y ALONG THE ! RC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 15'41'47" AN ARC DISTANCE OF 178.07 FEET TO AN
(20F6)
lOOK (JDa ",' 1 111
--L.
'N"'OO:z8'.jJ'W-"'"
7.J2
FEi.;c:..:..;~~.;".."::H I~
......................J.....~I I
~:~:l.r. ~.~:~:r~:~:: r'r.M:~:: :~~~:
:Fl..':',! BOO~: :~(" P.':'.GE:: i,:~ F.. i.:;;
NOT A SURVEY
(4 OF' 6)
f project:
or: w. C. I. COMMUNInES LIMITED PARTNERSHIP PELICAN MARSH UNIT ntH V[
title: SKETCH AND DESCRIPnON OF' DRAINAGE. MAINTENANCE AND ACCESS EASEMENT
FOR VACA nON PURPOSES
EiiEI1 GNOU
.!IIlt)
OR: 2200 PG: 2218
2
1-Z--<==1
PELiCAN MAHSH
~GO!.f' COUf\SE f'H.~.SE THf\EE
!PLAT noor: :,!i, PAGE:; H,-Hi)
THACT ne!l
SCUE: ,. - 60'
5' DRAINAGE
MAINTrNANCE: AND
ACCESS EASEMENT
.~4.oQ
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v' · J.:V ,,_ 7rJ6'00'
,.. R - '00.00
A - 135.....
CH - 125.J2
CHB - N 5512'00'W
32
PELICAN MARSH
UNIT TWEL \IE'
BOOK 26. PAGES 48-50)
33
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. 100)108
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410
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Iti
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(5 OF 6)
t.:
;~:
.::
35
GFN~RA.I tvDTFS:
,. OIMfNSlONS ARC IN FrET AND DrC/MALS
TH[RED".
2. BEARINGS ARE: BASED ON A YtE5TrRL y
LINE D" PWCAN MARSH UNIT TllEll'E
AS B(1NG S oo78"J"E.
, ....... ....
. . ~ TH,t"CT
:::'(1
PEUC,t"H H,&.H:;H
C;[ll.f: [:[llJf~!;~~ f:~iA:;E~ T.~fIEE
iP1..':'.:
.... .'.......
.~:: t t. .u.~: t::~
ll.-Hi)
NOT A SURVEY
for: w.e.l. eOMMUNlnES UMITED PARTNERSHIP project: PELICAN MARSH UNIT TWELVE
title: SKETCH AND DESCRIPnON OF DRAINAGE. MAINTENANCE AND ACCESS EASEMENT
FOR VACA nON PURPOSES
-lin~ou
._1_ Eft "
III II UNDAGE.....
Prot...lonal en,ln.ers, plannen. Ie land .urwyon
c:..e. C_t,I hit. 100. T400 T...... Tr-U. ~ MIl..... II. atn (MI)OI1-;l1I1
Lee c._t.r'r hit. 101. ... ...., ftne\o r.n 1I7ft'I. ",SUOI ("nan-ll1l
rUl (MI)Nf-aa
lOOK OOO"d8~
dole:
APRIL 10, 1996
scale:
,- - 60'
book:
page:
projecl
no.: 7123
ocod: 554BSDJB
Iii e N 554B
\
"'1' ...
~:t.Lt.
!
\
~\ \
~\ \
---- g\
'-"I_AJ
o.rO~ \
AJ 'c'"
o frio \
':E' ~ \
'-' ;:i\
OR: 2200 PG: 2219
JUN 2 51996
TH.~CT (]!i~
F'EI.ICAN MAI/SII . .
'" 'h..._ ...,. ..._ ....., ........ .
t.dL'H:'t~ r'r~."\:'t: I fua:t: .
N
o
32 __
5' DRAINAGf---,
MAINTfNANCf AND .'
ACCESS EASEMENT A tCHLlNE f 6
1..4 EET 5 0
SEE SH
SCALE: ,- - eo'
_....._....(.~
I ~~,u.~. ~ '.:'...~
( LA
.0. - 07'06'JO.
R - '714.'6
A _ 212.67
CH - 212.SJ
CH8 - N f2'5Q'49"W
G~)U: COUH:iE
FE!.iC,~.H M,':'.E:~H
.......... .....,.........
~.~~:...::;t: : tH~t:::
31
(Ft..",: ::OO~: :~:;,
.....r... .. ....,
~. ,Y, \~ t:::; : I,. ::: J
\-- /0' unUTY
EASEMENT
" - 261J'SJ"
R - 725.00
A - JJI.92
CH - J29. OJ
CHB - 5 02'46'J8"[
.0. - 17'45'22"
R - 750.00
A - 2J2.4J
CH = 2J1.S0
CHB - N OO'2.f....g..w
\
\
I WESTERl Y L:.~lr
30 TRACT GC9
IpELlCAN MARSH
1 UNIT TWEL V[
100K 26, PAGES 48-50)
S 89'20'4S"W
I 4.01
_E."~,!RtY UNE
PEliCAN MARSH
UNIT 11m. Y[
SOU mERl Y LINE
TRACT CC9
GFNF'RAI NOTES-
I. DIMENSIONS ARE IN FIn ANO OECIMAlS mEREOF'.
2. BEARINGS ARE BASEO ON A IlfS TERl Y LINE OF'
PEUCAN MARSH UNIT TMn Y[ AS BEING S OO"28'.U'"E'.
for:
NOT A SURVEY
(6 OF 6)
W.C.I. COMMUNITIES LIMITED PARTNERSHIP
project:
PELICAN MARSH UNIT TfIofl ~
litle: SKETCH AND DESCRfPnON OF DRAINAGE. MAINTENANCE AND ACCESS EASEMENT
FOR VACAnON PURPOSES
!!i!t:ou
."""
.... 'Dn It.
11111 = &
.....
..... UNDAGE.-c.
Prof..lIloDal enllneen. planners. If' land SUMeyors
c.- C_17z hit.. aoe, 1toe '..-I.at ThU. If.nkl fII...... n."":I 4HI)h1-:UIl
.... c.-t,rt hl'- 101. I" .....,. """'" ,ert 1ItwII, n. atol IHI)3n~:l1I1
r.m INI)OM-1In
dote:
lOOK 000 ",d83
APRil 10. 1996
scale:
," = 60'
book:
page:
pro ject
no.: 712J
ocod: 5548SDJ
file # 5548
.'lUFlrA
IlliiiEh:nGNOU
..... 'AnD"'D&
.... ~
.......
=====IBRUNDAGE.,NC.
Profeaional cnsinec:rs. plannas & land sutvt'yOn
OR: 2200 PG: 2220
JUN 2 5 1996
DESCRIPTION OF DRAINAGE, MAINTENANCE AND ACCESS EASEMENT
(FOR V ACA TION PURPOSES)
ALL THAT PART OF TRACT GC 1 0, PELICAN MARSH GOLF COURSE PHASE TWO,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGES 42
AND 43, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNbl<. OF TRACT GCI2, PELICAN MARSH UNIT
TWELVE, PLAT BOOK 26, PAGES 48 THROUGH 50, PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA;
THENCE NORTH 17.48'54" EAST ALONG AN EASTERLY LINE OF SAID
PELICAN MARSH UNIT TWELVE, A DISTANCE OF 386.29 FEET TO AN
INTERSECTION WITH A WESTERLY LINE OF TRACT GCIO, PELICAN MARSH
GOLF COURSE PHASE TWO, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 24, PAGES 42 AND 43, PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA, AND THE ARC OF A NON-TANGENT CIRCULAR
CURVE, CONCA VE WESTERLY, WHOSE RADIUS POINT BEARS NORTH
72.11'06". WEST 750.00 FEET;
THENCE SOUTHERLY ALONG SAID WESTERLY LINE AND THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 03.47'06" AN ARC DISTANCE OF
49.54 FEET;
THENCE SOUTH 21 .36'00" WEST ALONG SAID WESTERLY LINE A DISTANCE
OF 347.72 FEET TOAN INTERSECTION WITH A SOUTHERLY LINE OF SAID
TRACT GCtO, PELICAN MARSH GOLF COURSE PHASE TWO;
TIlENCE SOUTH 58.56'00" EAST ALONG SAID SOUTHERLY LINE A VIST ANCE
OF 24.46 FEET, TO TIlE BEGINNING OF A CIRClJ::'.. R CURVE COl"(,;A VE
NORTHERLY AND HAVING A RADIUS OF 275.00 FEET;
TIlENCE SOUTHEASTERLY AND EASTERLY ALONG SAID SOUTIlERL Y LINE
AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15.59'00"
AN ARC DISTANCE OF 76.71 FEET;
TIlENCE SOUTH 74.55'00" EAST 69.55 FEET TO AN INTERSECTION WITH A
NORTHERLY LINE OF SAID PELICAN MARSH UNIT TWELVE AND THE ARC
OF A NON-TANGENT CIRCULAR CURVE, CONCAVE NORTHERL Y WHOSE
RADIUS POINT BEARS NORTH 15.05'00" WEST 200.00 FEET;
THENCE WESTERLY AND NORTHWESTERLY ALONG THE ARC OF SAID
CURVE AND THE NORTHERLY LINE OF SAID PELICAN MARSH UNIT
TWELVE, THROUGH A CENTRAL ANGLE OF 12.08'53" AN ARC DISTANCE OF
42.40 FEET;
'C... THENCE NORTH 62.46'08" WEST 103.98 FEET TO THE POINT OF BEGINNING
OF THE EASEMENT HEREIN DESCRIBED; ;J
C \ o'r:,) 'f'~/ %~
Main Office: 7400 Tami;uni T~ N., Suire 200, ~aples. Florida 33963 . (941) 597.3111' FAX: (941) 566.2203
Lee Countr- 1625 Hendry SI..5uio: 101. Fe" Mycn. Florid. 33901. (941) 334.1173' FAX, (941) 3H.1I75
CONTAINING 0.139 OF AN ACRE OF LAND MORE OR LESS;
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
AGNOLI, BARBER & BRUNDAGE, INC.
PROFESSIONAL ENGINEERS, PLANNERb & LAND SURVEYORS
"
. "(
"- (15:Q. ~ D.o-J --
- ARIEL R; ALVAREZ, P.L.S. NO.lJS8
AIVlJOA
WP.Q4.0I 080.DES196
'\.".
&OOK 000 PI,,! 185
(2. efT- 3)
OR: 2200 PG: 2221
JUN 2 5 1996
OR: 2200 J~~: 2~~
29 ~ _ OJ'47'06"
R - "0.00
A - 49.54-
CH - 49.54-
CH8 - S f9'42'27"W
N
o
SCALE: r. - SO'
FELiC/.'.:'j HAH:iH
....,.. ..."....... '..,.....
'.;~:L:. ~.~:'.::~:;~: :.:~.u.~~~: '...."
......... ......"
;:.L.'.....! t~..:'.::". .' !'.
......... ." .. ....
:. P. '.::::: !,.: !",. t,.~;
T""r'Tr:r",r:~
. ""... ...... ""
[ASTE:RL Y lfN(
PUICAN MARSH
UNIT TMl. \of'
~IS"59'r,O.
/R _ ?7~()()
POS A-76.7'
. . . at - 75."7
SOUTH€A.ST CORNCR atB _ S 66"55'30"'(
17MCT GCf2
'"
6'".
"'6'})..
=",
.do - 12'08'5J-
R - 200.00
A - 42.40
CH - 42.J2
CHB - N 68'50'J"'.W
GENFRAl NDTF'i.
I. DI"'CNSlONS ARE IN IU:T AND DEO"'ALS lHfREDF.
2. BEARINGS ARE BASfD ON A ~STERL Y LINE OF
PnlCAH MARSH UNIT ~ YE' AS 8f/NG S OO"2B.....J.E.
NOT A SURVEY
(J OF J)
for:
W.C.I. COMMUNI71ES LIMITED PARTNERSHIP
project:
PELICAN MARSH UNIT TWEL VE
MAINTENANCE AND ACCESS EASEMENT
litle: SKETCH AND DESCRIPnON OF DRAINAGE,
FOR VACA nON PURPOSES
....fE
-II: NOU
==1
III! ER "
i::..: UNDAGE.-. lOOK 000,....186
Prot...lonal en,ln..n, planne.... " land .uneyol"ll
CeIIMr e._tJl...... too, ""00 T....... TN&......uw "_pi... n. at.., C"'I~n7-~11l
"" c.-11t hi... 101. Jill ...."........ hrt.,..... n. 13"1 IHI)33"I.:IIJ1
'us l"IJOA-~
dote:
APRIL 10, 1996
scole:
I" = 50'
project
no.: 712J
book:
page:
ocod:5548-SDl
file N 5548
....'i'i\
=1=I'hGNOU
1....18
..... ,A n n-nn &
.... n..LUlLL\..
..=..
.. ...
.....IBRUND.AGE. INC.
Professional mginctrs, plannen &. Ltnd SUrY()'OtS
OR: 2200 PG: 2223
JUN 251996
DESCRIPTION OF DRAINAGE, MAINTENANCE AND ACCESS EASEMENT
(FOR VACATION PURPOSES)
,
ALL TIIA T PART OF TRACT GC 1 0, PELICAN MARSH GOLF COURSE PHASE 1WO,
ACCORDING TO TIIE PLAT TIIEREOF, AS RECORDED IN PLAT BOOK 24, PAGES 42 AND 43,
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT TIIE NORTIIEAST CORNER OF LOT 29, PELICAN MARSH UNIT TWELVE,
ACCORDING TOTIIE PLATTIIEREOF, AS RECORDED IN PLAT BOOK 26, PAGES 48
THROUGH 50, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND A POINT ON TIIE
ARC OF A CIRCULAR CURVE CONCA VE WESTERLY WHOSE RADIUS POINT BEARS NORTH
78'43'44" WEST 725.00 FEET;
THENCE SOUTIIERL Y ALONG AN EASTERLY LINE OF SAID PELICAN MARSH UNIT
1WELVE AND TIIE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06'32'38"
AN ARC DISTANCE OF 82.80 FEET;
THENCE SOUTH 17'48'54" WEST 28.79 FEET TO AN INTERSECTION WITH A
WESTERLY LINE OF SAID TRACT GC 1 0, PELICAN MARSH GOLF COURSE PHASE
1WO, AND A POINT ON THE ARC OF A CIRCULAR CURVE CONCA VE WESTERLY
WHOSE RADIUS POINT BEARS NORTH 72'11'06" WEST 750.00 FEET;
THENCE LEAVING SAID EASTERLY LINE OF PELICAN MARSH UNIT TWELVE
NORTHERLY ALONG THE ARC OF SAID CURVE AND SAID WES1ERL Y LrNE OF
TRACT GC 1 0 THROUGH A CENTRAL ANGLE OF 09'21 '02" AN ARC DIST AJI:CE OF
122.40 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE AND A
NORTIIERL Y LINE OF SAID TRACT GC 1 0;
THENCE LEAVING SAID EASTERLY LINE OF TRACT (,C! 0 NORTH S9-'lO'45" EAST
ALONG SAID NON-TANGENT LINE AND NORTIIERL Y LINE A DISTANCE OF 4.01
FEET TO AN INTERSECTION WITH THE AFOREMENTIONED EASTERLY LINE OF
PELICAN MARSH UNIT 1WEL VE AND THE ARC OF A CIRCULAR CURVE CONCA VE
WESTERLY WHOSE RADIUS POINT BEARS NORTH 79'39'42" WEST 725.00 FEET;
THENCE SOUTIlERL Y ALONG SAID EASTERLY LINE AND TIIE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 00'55'58" AN ARC DISTANCE OF 11.80 FEET TO
TIm POINT OF BEGINNING OF TIm EASEMENT HEREIN DESCRIBED;
CONTAINING 220 SQUARE FEET OF LAND MORE OR LESS;
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
AGNOLl, BARBER & BRUNDAGE, INC.
PROFESSIONAL ENGINEERS, PLANNERS & LAND SURVEYORS
......
g. . Q t. G-o
ARIEL R. ALVAREZ, P.L.S.~
WP-03..o072G.DES/96
(I OF 2) lOOK (JOO Pl'! 187'
MaIn Office; 7400 T.mi.mi Tnil N., Suite 200, N.plC$, Florida 33963 ' (941) 597.3111 . FAX: (941) 566-2203
Lee County: 1625 Hendry St.. SuilC 101, Fort Mvcn. Florid. 33901 . (941l334.1173 . FAX: (941l ~H- 117"
N 89'20'45"E'
4.01 .
N
30
SCALE: ," - 3D'
I\f:S TFRL Y LINE
/RACT GC10
220(t) SQUARE FEET
" = 09"21'02"
R = 750.00
A = 122.40
CH = 122.26
CHB = N 13'08'21"E
29
PELICAN MARSH
UNIT TWELVE
(PLA T BOOK 26, PAGES 48-50)
OR: 2200 PG: 2224
JUN 2 5 1996
" - 00'55'58"
R = 725.00
A - 11.80
CH - 11.80
CHB = N 10'48"7"E
NORTHERL Y LINE
/RACT GCIO
P.O.B.
NORTHEAST CORNER
LOT 29
EASTFRL Y LINE
PE:L1CAN MARSH
UNI T TWE:L \IE
" - 06'32'38"
R = 725.00
A = 82.80
CH = 82.76
CH8 = S 14'32'35"E
S 17'48'54"W
28.79
..... ~~ , "....
'u '" I
,...... ,
,,"." /
I~""~
.~.... ... . . ,
.'...," ..,,,
, ~."'"''''
. , . .,~., ,
:....: :-', r": :::-~
" ",... " ,,' ..~ '" ... "."... O'
'.: '.J ~. r' '.. '..". J ~ ': ::::: r' :- ~ :." :: t:
,....,
';;;~:'~:";;::"!!
,t"':.t'..:.. .~:.'E:.~
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I' ..,', , ......... ,.-',
'0' _or'" '" .. ,.,.
.......... , ,
".,........-.,. ... ....,
~
. '.
. :'::()
,. DIMENSIONS ARE IN FITT AND DECIMALS THEReOF'.
2. BE:ARINGS ARE: BASl:D ON A lIf:STf:Rl Y LINE: OF
PfUGAN MARSH UNIT lltElYf AS BONG 5 OO'28'''J~.
NOT A SURVEY
(2 OF 2)
pro ject:
PE:L1CAN MARSH UNIT TWE:L \IE
for:
W.C./. COMMUNI11ES LlMITFD PARTNERSHIP
Uti.: SKETCH AND OESCRIPnON OF DRAINAGE. MAINTFNANCE AND ACCESS EASEMENT
FOR VACA nON PURPOSES
date:
====t:ou
iiii lOOK 000 PIC., 188
a=I=!: U::A:E.-.
pror...lonal enlinun, planners. ok land sur.,.yors
e.as.r c..t,rI ...... 101, 7" T....... TnU. ~ ,..,..... n."", (HI)&n-'1I1
l.- c..\J'l ...... "1. 111I ......,. IlrMt. hrt .,.,... n. mIOl IHI~~:UIt
rUl f..I.....bD:I
APRIL 10. 1996
scale: book:
," ... 30' poge:
project ocad:5548-SD
no.: 7123 me I 5548
....I!~
1===~h.GNOU
....~n
====IDARBER &
.....1Ii
.....
1....iBRUNDAGE.,NC,
Professional (ngincers, planners & land surveyors
OR: 2200 PG: 2225
JUN 2 5 1996
DESCRIPTION OF DRAINAGE. MAINTENANCE AND ACCESS EASEMENT
(FOR V ACA nON PURPOSES)
ALL THAT PART OF TRACT GC9 PELICAN MARSH GOLF COURSE PHASE TWO.
ACCORDING TO TIlE PLAT TIlEREOF, AS RECORDED IN PLAT BOOK 24. PAGES 42
AND 43. PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT TIlE NORTIlWEST CORNER OF LOT 38, PELICAN MARSH UNIT
TWELVE, ACCORDING TO TIlE PLAT TIlEREOF. AS RECORDED IN PLAT BOOK 26,
PAGES 48 THROUGH 50. PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
TIlENCE SOUTII 00"28'43" EAST ALONG A WESTERLY LINE OF SAID LOT 38, A
DISTANCE OF 7.32 FEET TO AN INTERSECTION WITH A NORTHERLY LINE OF
AFOREMENTIONED TRACT GC9 AND TIlE POINT OF BEGINNING OF TIlE PARCEL
HEREIN BEING DESCRIBED;
TIlENCE CONTINUE SOUTH 00"28'43" EAST ALONG SAID WESTERLY LINE
A DISTANCE OF 24.56 FEET;
TIlENCE SOUTH 36"18'02" EAST 46.98 FEET TO AN INTERSECTION WITII AN
EASTERL Y LINE OF SAID TRACT GC9;
THENCE LEAVING SAID WESTERLY LINE OF LOT 38 NORTH l4"56'0')" WEST
ALONG SAID EASTERLY LINE A DISTANCE OF 4.86 FEET TO THE B'CGINNING
OF A CIRCULAR CURVE CONCAVE EASTERL Y AND HAVING A RJ.DlUS OF
650.00 FEET;
THENCE NORTHERL Y ALONG THE ARC OF SAID CURVe THROUGH A
CENTRAL ANGLE OF 05"13'29" AN ARC DISTANCE OF 59.27 FEET TO AN
INTERSECTION WITH A NON-TANGENT LINE AND A NORTHERLY LINE OF
SAID TRACT GC9;
TIlENCE LEAVING SAID EASTERLY LINE SOUTH 89"20'45" WEST ALONG
SAID NORTIlERL Y LINE A DISTANCE OF 14.12 FEET TO THE POINT OF
BEGINNING OF THE EASEMENT HEREIN DESCRIBED;
CONTAINING 747 SQUARE FEET OF LAND MORE OR LESS;
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
AGNOLI. BARBER & BRUNDAGE, INC.
PROFESSIONAL ENGINEERS, PLANNERS & LAND SURVEYORS
I .r-) () (, (')
~ LA........- '-'--.' 1-}-'C'
...... ARIEL R. ALVAREZ, P.L.S. N 5358
~oo~ UOO PA'.I 189
AJl.AJGA
WP-03-0069G.DES196 (1 OF 2)
Main Office: 7400 T,mi,mi Tr.1i1 N., Suite 200. N,ples. Florid> 33963 . (941) 597.3111, FAX: (941) 566.2203
Lee County: 1625 Hendry St.. Suire 101. Fnrt M"c:n. Florid> 33901 . (941l 334.1 173 . FAX: (941) 334-1175
f
f
r
F
I: UNIT TWELVE
I :(PLA T BOOK 26, PAGES 48-50)
I: 37
I
I
....
....
I-m lOOK 000 Pl'.! 100
mi ok OJ
=1=111 UNDAGE,ooe.
Prar...lonal en.ineen. planners. &: land aurveyon
e.-... e...", hU.. 100, '7toO TIUai.uaI Tnll. ~ ""le>t, n. :n.u 1"'1)51'1-3111
l.H c:...\rl hit. III. I'"' .rMry ftr..l. '-.1. If""" PI. I:hOI 1"""37-3111
,....C.U)6N-ua
tU ;n
III '-."
n: ~_~
:1: ,..
,-- :::
-,.
t;} tU ~~~
~~; ~~~ ;~~
'u n. _
."
~ ., .
0.. "'''''
.,: ~~: . .
,. u,
~:: a: ~.:
ii1 ~~; ~~;
~l. L: en
lL ...
n: "~:
,., ,
'.' n'
:~: 'to
P.O.C.
NORTHWf:ST
CORNER LOT 38
S 00"28'4J"f
7.J2
P.O.B.
S 00"28'4J"f
24.S6
WfSTDlL Y UNf LOT .J/l
S J618'02"f
46.98
fASTDlL Y UNf TRACT GC9
~" ...~ ..,... /".
~..-.: :::'-':~:.: .:'.~,,:'--~ .
......", '."" ,...,'.,.........
'............ ,........,.
-..-. po- ....., "......-
~::'~:~.~. ',,~:~:~~:;t:
P.." '_P"_ ....,....
~. :'1.'-'. :~~: ~ .,'': U
"... ..... ..,...."
~r.t..'-'.: :~~:~::". '~!"
'" ........
r',"",',;::::
, , ^
.... .",
...,
, .,
"UI
NOT A SURVEY
for:
W.C.!. COMMUNIT1ES LIMITED PARTNERSHIP
title: SKETCH AND DESCRIPT70N OF DRAINAGE,
FOR VACA T70N PURPOSES
S 89"20'4S"W
14.12
OR: 2200 P.\\JN2f~1996
PELICAN MARSH
N
o
SCALE: ," - 30'
NORTH(Rl Y UHf TRACT GC9
.d - 051J'29.
R - 6S0.OO
A - 59.27
CH - 59.25
CHB - N 12U'I5"W
38
N 14'St)'OO.W
4.86
,,"_:f.:::~',.(;.: ..y::::~~
r#t:~.:'...'-":': :v:.'.'.~~:~r~
.,,, .~, #-... ""'" ~- ......." ,h
"#',1"1~..~~~, ,;"~,'.'.~;~: : ',":~1
GENERAl NOTES-
I. DIMfNSlONS ARf IN FEH AND DfCIMALS THfRfOf'.
2. BfARINGS ARf BASW ON A WfSlERL Y L1Nf OF'
PfLlCAN MARSH UNIT TllEl.\ol: AS Bf/NG S 00"28'4J"f.
(2 OF 2)
project:
PELICAN MARSH UN! T TWf:L \IE
MAINTENANCE AND ACCESS EASEMENT
dote:
APRIL 10, 1996
scale:
," = 30'
pro ject
no.: 7123
book:
page:
ocod:5548-SD
file H 5548
ttt OR: 2200 PG: 2228 ttt
JUN 2 5 1996
lUt:,
UJ .-;
n: 'of
'0- ,"
~:
"I" In
,.j UJ UJ
Ii. tn (~J
..:01;'#;
....:J:u..
.1. n. ..
... Ul
:~ l1J ('1
!2 ~~ :c:
uJ ") Cl
UJ 0 CJ
U. C.' en
1l_1-'
__1 .~
C:l _1
eJ !::.
I:
t
\
I
I
I:
I:
I'..
PWCAN MARSH
UNI T TVrE'L'IE
(PLAT BOOK 26, PAGES 48-50)
N
o
37
SCA.LE: ,. - so.
10' unL/TY-I
[AS[MrNT
I ~ _....._ I
~.. ~lt~,~....:....
. P::I :r'vl,l f,"...l.:,'.'.;'.';
\'. . ........... -
~\ ti(lLF: C(]Uf~~;E~ f:~~AS~~
.~ 5' DRAINAGE
MAINTENANCe AND
'. \ -ACCESS ["'SEMENT
. ,\( [AS1ERL Y UNE
38
GENFRAI NOTES:
THACT GC9~'.
PELiCAN HAft!;;.;
GOLF COURSE
PH.&.SE TWO .
If" ~ -, nnl""'" /.
I.... t,...." ....,
..... ....-.. ,.. .. ....'
r- ,v. '.: t::~ ~,,~ t'.. 1..~:
NOI/lliERL Y UNE
TRACT GC9
~ - 29'JI'16-
R - 80.00
A - 41.22
CH - 40.76
CHB - N 16'58'54'E
28
,. DIMENSiONS ARE IN FITT AND DECIMALS lliEREOF.
2. BEARINGS ARE BASED ON A IIf'SIERL Y UNE OF
PEUCAN MARSH UNIT TIlEL \IE AS BEING S 00'28'4J'E.
NOT A SURVEY
(2 OF 2)
for: pro ject:
W.C.!. COMMUNITIES LIMITED PARTNERSHIP PELICAN MARSH UNIT TWEL \IE
title: SKETCH AND DESCRIPnON OF DRAINAGE. MAINTENANCE AND ACCESS EASEMENT
FOR VACA nON PURPOSES
E!iEfiOlJ
m:
IIIII ER Ie
::::.- UNDAGE~
Prorentonal .nrlneen. planners. & land surveyors
e.m.r e-Vt hll. 100. 7400 T~ Tr.o,.~ Ifa,a... PL:aae~ IH1)6t7-~11l
.... c:...y.: ...... 10.. ._ ....,........ ',..-t..,....., II. UfOI (HJ)337-~1IJ
,... .14''''-'''
!OO( (J(JO 'I'{ 191
dote:
APRIL 10. '996
scale:
,. = 50'
book:
page:
project
no.: 7123
acad:5548-SD
file N 5548