Pelican Strand Replat 7 (1)ENVIRONMENTAL SERV]:¢ES DZV'J:$ZON
EN~ZNEEI:U:N& REVIEW 5E6TZON
I~EI~ORANbUM
TO: _ 5ua Filson,.6dministrative Assistant
FROM: John R. Houidsworth, Senior Engineer
DATE: ,Tuly 14, 1999
RE:
Pe~lic~ 5frond ReplaL~,7~, ~
~ Preliminary Work Authorization
Attached please find a Preliminary Work Authorization for Pelican
Strand Rep/at - 7. This document has been reviewed by
Engineering Review and the County Attorney's Office. Collier
of 9relimitmry work ctutKorizattans. Please have the
Chairman sign the document and forward to the Clerk's office.
Should you have any questions, please advise.
jrh
Project File
Reading File
The Strand
DATE:
TO:
,
LE'I-rER OF TR,~NSMIT'['AL
5645 Strand Blvd., Suite 3
Naples, FI. 34110
(941) 592-7344
(941) 592-7541 (Fax)
ATTN:
RE:
We are sending you the /./~ached
The following items(s):
.. under separate cover (via
Shop Drawings Prints Plans
Samples Specs Change order
Copy of letter Other
# OF COPIES DATE NO. DESCRIPTION
These are transmitted for:
Approval Approved as submitted Resubmitted
Your Use As requested Correction
Bid Distribution Return
Date: ~7//f/~ q
Signed: C~f~(~ /c/-/~~
±!
PELICAN STRAND REPI.AT-7
PRF. LIMINARY WORK AUTtlORIZATION
..... ' h /,,5~ ' ~, of ) it,~,~t) bx bctxxccn thc
Tills AGREEMt:N r made and entered into t ~s ~_F ~.F.?~a_. ~ . . and
Board of Countx Commissioners of Collier County. Florida hereinafter referred to as "County" and
The Strand Ltd.. hereinafter referred to as the "(h~ncr".
RECITALS:
WttEREAS. the ('ount~.' has adopted Colli~.'r Count.~ Ordinance No t~7-75 kno~n as thc Pelican
Strand Planned Unit Dc~'elopmcnt Ordinance hereinafter referred to as PclicaJ~ Strand. and
WttEREAS. ()v~ncr represents and s~arrants it is Ihe record fcc uric ox~ncr of the lands dcscril~xt in
Pelican Strand Rcl~lat-7. said legal &,scription attached hen:to as Exhibit "A" and incorporated hcrefn bx'
reference: and
WllEREAS. the South Florida Water Manab'ment District has issued a permit for a surfhcc ~-ater
management construction Ibr Pelican Strand. Si~Vh, I D Permil No. 11-01461-P. and
W! IEREAS. Ox~ncr represents that the Prehminao Work Author~mt~on ~s needed becau.~ they want
to hase infrastructure constructed in time for upcoming seasonal ~les: and
WIIEREAS. ()~ncr represents and s~arrants that no construct,on shall occur in cnxironmcntally
~-nsitivc areas unh.-ss the neces~r).' permits and approvals for thc construction ha~¢ tx.-cn obtained b~' thc
WHEREAS. OVSTX:r ackno~lcdges thal all rtxluirerm.'nts of Collier Count?s Grox~th Management
Plan and Adequate Public Faciliti~.~ Ordinance. No. 93-g2. will be met prior to approx'ai of a final
subdivisions plat. or final site d~,'¢iopmcnt plan or building permit, as appropriate: and
WilEREAS. Section 3.2.73.6 of thc l.and Dcsclopment ('ode establishes a mcchamsm, tbr
proo~sing and issmng a Prchminao' Work Authorization.
NOW TItEREFORE. in consich:ralion of the premised, the mutual undertakings of thc parhcs, and
otlmr good and valuable consick~'ation, it is agreed I~., the parties hereto as follow, s-
SECTION i - ACKNOWLEDGMENT
~ foregoing rccilals arc truc and correct and arc incorporated herein bx reference Furfl~cr. it is jointly
ackno~vledged that the execution of this Agreement does not constitute a Dcxclopment Order or any other
final approval by Collier Counb~.
A. O~ex skal~ be ptnv~ ~0 1~ed'orm ~e l~elrarafiou and conswuction act~es sub~ec~ ~o
the cond/tion~ lir~tations and reslricfions ~ in Section~ 3 through 7 below: as foilm~-.
Infrastructure construction to consist of site d~m'ing and filling within Tract 7. installation of
water d~stn'bution mains, sanitary collection mains and storm drainage and roadway construction.
The preliminary work detailed in this Section shall be in accordance with plans entitled Replat 7.
Tract 7 fmprovement P/ans cons{sting ofn~ne (9} sheets, prepared by Mark D. McCleary, P.E.,
Conmam~ rc~ ~, Inc. dated ]anuary 8, 1999 hereinafter referred to as the "The
Preliminary Work". The lega/desCril~k~n of the boundaries of the Prdim~nary Work is shoum on
the preliminary plat for Replat 7 at Pelican Strand consisting of three (3) sheets prepared by
Roger H. tiarrah - LSfiS294, Community Engineering Services, Inc.
B. Prior to any work being undertaken, owne~ shall submit to the Coum¥ coml~te pea-mit
packages and applicable review and inspection fees for the necessary permits for the Preliminary
Wor~ Ohe "Pre~minary Work Permits"). These applications are as foIlows:
Final Plat
Subdivision
SE(TrION 3 - PEILMITS REOUIRED
Issuance of the Preliminary Work permits shall be conditioned upon the following:
a. County staff finding that the applications for Preliminary Work Permits are complete and
satisfactory and are ready for scheduling to the Board of County Commissioners for final plat
approval.
b. Owner submitting to the County a copy ofthe actual permit from the South Florida Water
Management District for all matter included in the jurisdiction of the South Florida Water
Management District, which conforms with the Preliminary Work Release plans submitted to the
County.
DEP Permit and plans for sanitary construction are currently under County review.
DEP Permit and plans for water service construction are currently under County review.
SECTION 4- APPROVALS
County will issue the Preliminary Work Permits to permit the Preliminary Work prior to plat
approval once conditions a and b in Section 3 above have been satisfied.
SECTION 5- INDEMNIFICATION
Owner agrees to indemnify and hold County harmless againsl any and ali liability, loss, damage, or
expense from claims or causes of action including attorneys fees and court costs, resulting from,
arising out of, and in connection with Owner's negligence and/or willful misconduct in the
construction of the Preliminary Work under the Preliminary Work Permits or any challenge b)' any
person or party objecting to the legality or validity of this agreement,
SECTION 6- RESTRICTIONS
The Agreement shall be binding upon the parties and is not transferable
SECTION 7- LIMITATIONS
This Agreement shall expire thirty (30) days from the date of :he issuance of the Preliminary
Work Permits it'the project's final plat is not submitted to the Board of County Commissioners for
approval pursuant to Division 3.2. of the Land Development Code, unless the Owner is delayed in
having his final plat reviewed by the Board due to the fault of the County. All work approved by
this Agreement must cease and not restart if the final plat is not submitted and approved by the
Board of County Commissioners within this authorization period. No work is authorized under
this Agreement prior to satisfying the conditions a and b in Section 3 of this Agreement. Any
attempt to commence work prior to issuance of requisite permits shall render all provisions of this
Agreement null and void.
By entering into this Agreement the County does not guarantee and the Owner can not rely upon
the fact that the project's final plat will be approved upon submission to the Board of County
Commissioners. The Owner is required to comply with all of the provisions and procedures of the
Land Development Code befor~ the final plat can be submitted to the Board for consideration.
The Strand Ltd., A Florida Limited Partnership
The Strand Development Corporation of Nap/es,
Printed Name
Witness /
Printed Name
,,e. ~? [ [ ~,~,: ....... R. Paul l-(ardy
Vice President
STATE OF FLORIDA
COUNTY OF
/~' e~Cdayof 'iTl-,-X~,j_'q .... 19._~ before me, personally appeared
On this
R.
Paul
ttardy, Vice President of'The Sffand Development Corporation ~,f Naples, a General Partner of
The Strand l,td., personally known to me to be the person who subscribed to the foregoing
instrumenl.
NOTARY PUBLIC, STATE OF FLORIDA
?ATTEST: "c~'
:' CLERK'S NAM~'~CLERK
BOARD OF COUNTY COMMISSIONERS
OF CO~LIER COUNTY, FLORIDA
Pamela S. Mac'Kie, Chai~'wo~an
CERTAIN TRACTS OF ',_AND DESIGNATED ~S mEL:'CAN STRAND q~_Pi_~l-7: TRACT 7. TRACT
FDa., '~P, AC~ .... c'E)6, ;,.ND c~ORTIONS ~.r 'R.~CT :~ -'4',ID TRACT '2 S: ::'L:CAN.. _:-q~'i~,iD ~F?~._, _-~T-
:B. AS ~ECORDED iN mLAT BOOK 29. PAGES 23 THROUGu :2," ..:",ID PELtO, AN STRAND
REPOT-b_,, AS RECORDED IN PLAT aOC, K 31, PAGES 2 THDOUC,~ .4':
SAID TRACTS OF LAND LYING IN SECTIONS 18 AND 19, OF TOWNSHIP 48 SOUTH, RANGE 26
EAST, COLUER COUNTY, FLORID~c BEING MORE PARTICULARLY BOUNDED AND
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP
z8 SOUTH. P~NGE 26 EAST, THENCE:
N 00d34'00" E, A D!STANCE OF 1~142.63 FE~. TO ~ POINT, .."hO ,SN T~E WESTERLY
SECTION '8 LINE. THENCE CONTINUING;
N 00d34'00" E. A DISTANCE OF 8~4.45 FE~. TO A POINT. ~E;NG THE SOUTHWEST CORNER
.~.C. 24. A GOLF COURSE. D~AINAGE :ND ~NDSCAPE D:3F~Fq ~SEMENI. AS
~ECORDED ~N PELI~ STAND REPOT-5..~ gRDER BOO~ · ;~GES
CO~ER COUNt. ~ORID~ THENCE;
S 8gd26'~" E. A DIST~CE OF 2500 FE~. TO A POINT. LYING ALONG THE ~STERLY
~UND~Y OF T~ ~2. ~HFORD ~NE. A ~' DRAINAGE. ;CCESS AND bTILi~
~EUENT. ~D A'~ ~DE RIGHT-OF-WAY. AS RECORDED IN PELICAN STAND REPOT-
S. iN ORDER B~K 3~. PAGES 2 THROUGH 4. IN COLLIER COU'~. FLORIDA THENCE:
S 00d54'~" W. A DISTANCE OF 72.gl FED. TO A POINT. THENCE:
~OUND A CU~ TO THE ~. THROUGH A CENT~ ~GLE OF
~ ARC DIST~CE OF 251.62 FE~. ~ITH A R~IUS OF 525.g0 ~E~.
A CHORD B~ING OF S 12d04'2~" E. A DISTANCE OF 229.75 FEET. TO A POINT. BEING THE
NORTH~ST CORNER OF T~C'T 26. ~S RECORDED iN ~ELICAH :'~AND PEP~T-5.
ORDER BOOK 31. PAGES 2 THROUGH 4. ~N COLLIER COUNYf. :LORIDA, THENCE
~u,,T,,,U NG '~E FO~ LOWING '~R~E ~"~ ~'
S 63d06'~8" Il, ~ DISTANCE OF 40.38 FEET, TO A POINT. TqENCE,
S 26d5~'42" c ~ DISTANCE g~ 40.00 reg. TO ~ POINT,
', 65o66:6' E. : c-..-; . ~- . .
~UNDARY OF [~T 22. ASHFORD ~NE. A ~' ~INAGE. ACCESS ~D UTILI~
~E~ENT. ~D A ~).~DE RIGHT-OF-WAY. ~ RECORDED IN PELI~N STAND REP~T-
5. ~N ORDER B~K ~1. PAGES 2 THROUGH 4. IN COLLIER COUNt. FLORIDA. THENCE;
~UND A CU~ TO ~E ~. THROUGH A CE~L ~GLE OF 12d56'57"
AN ARC DISTANCE OF ~8.65 FED. W~H A RADIUS OF 525.00 reg.
A CHORD B~ING OF S 35d33'i0" E. A DISTANCE OF 118.40 ~Eg. TO A POINT. THENCE
~OUND A CU~ TO THE LE~. THROUGH A CE~L ANGLE OF gSdSG'40"
AN ARC DIe, CE OF 73.52 FED. ~H A ~OIUS OF 45.00
: CHORD B~RING OF N 0gdsg'57" ~. A DISTANCE OF 65.51 fEET. TO A POINT. THENCE;
~OUND A CU~ TO THE RIGHT. THROUGH A CENT~L ANGLE OF 57d45'05"
~N ~C DIST~CE OF 312.6g FED. WITH A RADIUS OF 475.00
A CHORD B~ING OF N 18d17'32" W. A DISTANCE DF 307.08 ; .ET. TO A POINT. THENCE;
N 00d54'00" E. A DI~ANCE OF 72.g~ FED. TO A HOINT. THENCE:
~OUND A CU~ TO THE RIGHT. THROUGH A CENT~L ANGLE OF 76d27'46"
~ ~C DIe, CE OF 213.52 FED. WITH A ~IUS OF ~60.00 FED.
~ CHORD B~ING OF N 38d47'52" E. A DIST~CE OF lg8.03 ~g. TO A POI~. THENCE:
N 77d01'45" ~ A DIe, CE OF 53.54 FED. TO A ~INT. THENCE:
~OUND A CU~ TO ~E RIG~. ~ROUGH A CE~ ~GLE OF ~8d43'56"
AN ~C DISTANCE OF g8.05 reg. WITH A ~DIUS OF 300.00 ~E~.
~ CHORD B~RING OF N 86d23'33" E. A DISTANCE OF g7.62 FED. TO A POINT. THENCE:
S 84d14'3g" E. A DISTANCE 0F ~:O.T2 FED. TO A POINT. 'HENCE;
-?934
I It t .I II - I IIIII III III I III IIIII
SECTIONS 18 AND 19,
.,,SE 26
¥
'ENCE
'EqCE:
;.-L .. E E'. ::, 3-: ON FOF
.... uu'. '~r 2'00"
AN ARC DISTANCE OF 74.53 FEET, WITH A r~ADiUS OF 350.C0 FE~.
A CHORD BEARING OF N 89d39'21" E, A DISTANCE C:' 74.38 FEET, TO A POINT, THENCE;
N 83d33'21" E, A DISTANCE OF 222.54 FEET, TO A ~'OINT, THENCE:
AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 11d34'13"
AN ARC DISTANCE OF 80.78 FEET, WITH A RADIUS OF 400.00 FEET, ,
A CHORD BEARING OF N 77d46'15" E, A DISTANCE OF 80.64 FEET, TO A POINT, THENCE;':!
,,1 71d59'O8" E. A O~ST~NCE OF 8379 FE~. 'O ~ ~'7.'NT. TNENCE:
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 05d56'01"
AN ARC DISTANCE OF ,~9.19 FEET, WITH A R'-,D~US OF -'75.00 FEET.
,~ CHORD BF.-'.P'NG OF 'i .'4d57'08" E ~, :,,STANCE C- 49.'" :RET. TO -,' "'" "- T~ENCE;
',1 77d55'09" r A 0:S~,NCE OF 79.23 FEE'i'. TO A PC,NT. "~-'.-,.,,.,~.
-RO~,N':) A CUgVE '1, '-E ;$!GHT. THROUGH ~, ,.,.,,~=.,-,
A CHORD B~.R~NG OF N 87d24'12" E, A DISTANCE 'G~ !5667 FEET, TO A POINL TUENCE;.~i
S 83d05'~5" E, A DISTANCE OF 51.68 FEET, TO A PO'NE. THENCE,
AROUND A CURVE l'O THE LEFT, THROUGH A CENTRAL ANGLE OF 18d59'30"
AN ARC DISTANCE CF 82.87 FEET, WITH A RADIUS OF 250.C0
A CHORD BEARING "' N
~ 87d2~'30" ~, A DISTANCE C; ~ .'q FE~, TO A POINE, THENCE;
N 77d54'45" E, A DISTANCE OF 165.64 FEET, TO A FOINE, LYING ON THE WESTERLY REAR.
BOUNDARY OF TRACT 8, AS RECORDED IN PELICAN STRAND REPLAT-~, IN ORDER BOOK
29, PAGES 68 THROUGH 70, tN COLLIER COUNI'f, FLCR!DA, THENCE:
S 08d15°05'' z ~ 0iSTZNCE CF 352.80 FEET, TC A P3',NT. THENCE:
S 15dO4'4J~" E, -'- 3,S,~NC~ SF 377.!2 FEET, "O A ~OINT, LYING ;~LONG THE
NORTNEASTEEL¥ 90';N0$RY OF TRACT 2~, t:AR~LE CO'.,;~. ' 50' COUNTY
~5£UEN~ (CUE), ~S ~ECCRDED ~N PELICAN STR.ZND ~Em_~7-4, IN ORDER BOOK 29,
'~t " ~,
, LuRiA T~F_NCE CONTINUING THE
PAGES 68 ' ~OuGH !N COLLIER COUNTY, r ~ :~
FOLLOWING ' ~ ;' ' ". ',~, .' NCRTNERLY TRACT L;NF;
- ~.~L.~. SONT~NU;NG ALONG ' :- '-'-'"
S 74d57'58" '#, A D!STANCE CF 92.45 FEET, TC '- -'OiNT. 'NENCE;
N 23d15'4"t" ~, ~ DISTANCE OF ~62.48 FE~, '0 ~ uOINT, 'HENCE;
S 71d07'29" W. '~ DtST-~NCE OF 446.88 FEET. TO '- F-OIhT.
$ 25~23'38" E. A DISTANCE OF 159.12 FEET. TO A POINT, THENCE;
S 64d36'22" W, A DISTANCE OF 11.57 FEET, TO A POINT, THENCE;
AROUND A CURVE ~0 'HE R~GHT, THROUGH A CENTRAL ~NG~E OF ~- ,d20 ~.~
AN ARC DISTANCE OF 41.52 FEET, WITH A RADIUS OF 50.0~ FEET,
A CHORD BEARING OF S 88d16'49" W, A DISTANCE OF 40.15 FEET, TO A POINT, Ti,ENCE;
AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL .~NGLE OF 127d28'59"
AN ARC DISTANCE Or ;11.25 FEET, WITH A R~91US OF 50.6n FEET,
A CHORD BE~R1NG OF $ 48d12'46" W, A 01S3 '.NCR Or 89.. 3 FEET, TO A =OINT. THENCE?!!
~, · ¢ , ~,,~T 'HENCE;
S 58d21'15" ~, ~ ~.S,ANC. CF 82.51 FEET, TO ~
S 01d44'07" £, ~ DISTANCE OF 20.37 FEET, TO A POINT, THENCE;
S 19d24'35" ~, A DISTANCE OF 96.78 FEET. TO ~ POINT, -~ENCE;
S 18d54'49" £. A DISTANCE OF 82.10 rEEF, ;0 ~ PC[NT, ~HENCE;
N 68d35'24" E, A DISTANCE OF 640.25 FEET, TO ~ POINT, THENCE;
N 78d38'ET' E, A DISTANCE OF 200.74 FEET,, TO A POINT, THENCE; ;:.
S 89dO7'50" E. A DISTANCE OF 31.44 FEET, TO A PCINT, THENCE;
S 48d09'46" ~ A DISTANCE OF 193.99 FE~, TO ~ POINT, LY1NG ON THE ~OR,HWESTERL~
REAR BOUNDARY OF TRACT 5, AS RECORDED IN FEL~C:,N SIRAND REPLAT-~B, N ORDER
BOOK 29. P~GE-2, 23 THROUGH 27, IN C,.,LL.,_R ~,..,U,,T¢.._.,~R,D~. 'HENCE; .'~:~
S 1;d19'30" tV. ~, g'STANCE OF 350.82 fEET. TO ~- r?0NT ';~£NCE:
N 83(:106'57" ~'. ~, D;STANCE OF 528.64 rEE'r. 3 ,~ ,-;O!NT. ,Hr. NCE; ',
'~ ~.~d53'56" ;~ '-..3'S"~-NCE OF 223 6'7 r.-.-'- "- .: :r,.,r~ '~ENCE:
S 0td06'0-'" /~. A DISTANCE OF ',28.41 FEET. '.O :, ,-'O~.,~.
' ~'~ ~O.IT, '_'/rig -~NG
S 57dC2'~2" [. : D~S~ANCE ~F 5~.50 ;:~ ~ - ,
~O~T~li~.:: ~. ~OUNDARY OF TRACT 20. ROLbNG ~KS COuqT 50' COUN~
~O~K 2~. ~GES 23 T-ROUGH 27, :N COLL'ER COUNt. ~LOR:DA. THENCE:
:ROUND ~ CUP'~ TO T~[ L:r,. ~OUGH - CENTraL ' ~' r ~d42
& CHORD B~ING OF S ~d09'12" E. A DISTANCE ,3F ~8.5~ ~[[T,
~OUND A CUR~ TO THE R~HT, ~ROUGH A CENT~L ANGLE Or
m ~C DI~mCE OF 36.14 FE~,?TH A ~IUS OF 50.00 FED,
A CHORD B~ING OF N 70dl~ E, A DIST~CE or 35.36 reg, TO A POINT, THENCE;
S 89005'54" E, A DIST~CE CF "' F'~ , ,
aROUND .a CU~ TO THE RIGHT, THROUGH a CENT~L ANGLE OF 07d35'59"
&N A~C D~STANCE OF 116.06 :ED, WITH $ ~DIUS OF 875.00 FE~.
~ CmORD ~,NG Or S 85a~'':4'' E. A O:STANCE SF "5.9~ tL[~
S 8~d29'55" E, ~ DISTANCE 7 53.~0 mE~. TO ~ ~OINT.
S 0~d5~'22" ~. & DISTANCE GF 150.5~ F~F. TO POINT. ,/$RKING
~EEN ,~,CT FO~ ~ND Fg6. aS ~ECG~ED '.N SRgE~ ~CK ?a :~GE~ -~ ~O~G~ 2T.
,N COLLIER COUNt. FLORIDA. :HENCE.
S 19d26'26" E. A DISTANCE OF ~O.52 FEF, TO A POINT. THENCE:
S 71d55'58" E. A DIST~CE OF 272.18 FEET. T0 A POINT. THENCE:
N 51d54'3~" E. ~ DISTANCE CF ~7g.03 ~EET. TO A POINT,
N 33d4B'36" 'N. A ~tST~CE 0F 173.68 FEET. '3 ~ POIHT, 'HENCE~
N 18d~1'24" W, A DISTANCE OF 61,31 FEET, TO A POINT, T-ENCE:
NORTH. A DISTANCE OF 43.25 FE~, TO A POINT. THENCE:
N 13dSB'2g" E. A DiST~CE OF 63.67 FED. TO ~ POINT, THENCE:
N 13d43'19" E. ~ DIST~CE OF 780.41 FE~. TO A POINT, LYING ALONG THE WESTERLY
RIG~T-OF-W$~ OF T~CT 16. STAND :OdL~ARD, :N 80' C(UNTM ' ..... ' [~SEMENT
FCUE). $S :ECGRDED ,N PELICAN STRAND REPOT-': !N ORDER ~OOK Z). PAGES 23
~' m~' '~ ~' ~'~ OF
'reACT ~g4. '-ENO[ CONTJNU:NG ~LONG T~E ~ESTERLY R~GHT-OF-fl'$Y
~,,GL~ OF
~ROUND A CuRvE TO THE RIGHT, THROUGH A CENTRAL '" '
~,c~Nr~ OF 451.08 FE~, WITH x ~U$ Om 450.:3'0 FE~,
~N ARC ~,~ ...... ~. POINT, THENCE;
~ C~RD B~RING OF S 28d4~'01" E. A DIST~CE or ~32.~3
50UTH, A D;ST~CE OF 307.g5 FEET, T0 A POINT, THENCE: 1"
AROUND A CU~ TO THE LE~, THROUGH A CENTRAL ANGLE OF 37d22'3
~N ~RC CISTANCE or !DS.TO FEET. WffW ~ PADIUS or 300.30
A CHORD B~RiNG OF S IBd*l'lS" E. A 31ST~NCE OF ~92.2a FED. ~O ~ POtNI. T~ENCE;
AROUND a CURVE_ TO THE R!GHT. THROUGH A CENTRAL ANGLE OF 48d00'; 1"
-'-N ARC 3iSTA,NCE OF 401,87 reg.
~ CHORD 9~RING OF S 13d22'25" E. A DISTANCE OF 390.22 ~. TO A POINT. BEING
COMMON L'NE B~EEN PEUCAN STUD REPOT-IL. ~N .ORDER '3OK 29. PAGES 23
THROUGH 27. ;N CO~IER COUNt. FLORIDA, AND PELICAN STUD REPLaT-I~ IN
ORDER EOOK 28, PAGES 65 THROUGH 69, 1N 20LLIER COUNt. F~ORID4. BEING THE
SOUTWERN LNE OF TRACT FD4. OF PELI~ STAND REP~T-iB. ~N OROER BOOK 29.
~GES 23 THROUGH 27, IN C~ER COUNt, FLORIDA.
THE FC~OWING THREE CALLS FORM THE SOUTHERLY BOUNDARY OF TRACTS FD4 AND
~6. THENCE;
CAD