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Pelican Strand - Tract 7 MEMORANDUM DATE: July 15, 2000 TO: Maureen Kenyon, Supervisor, Clerk to Board FROM: Shirley Nix, Engineering Technician II.~' Project Plan Review RE: Pelican Strand, Tract 7 Water and/or Sewer Facilities Acceptance Recording Fee Number 113-138312-63-649030 On OJ ( 2. '1 , l~Zi)()/ The Board of County Commissioners granted final acceptance of the water and/or sewer facilities within the above-referenced project. Attached, please find the following recorded documents, in order: 1. utilities Facilities Subordination, Consent and Joinder 2. Bill of Sale 3. utility Easement 4 . utilities Facilities Warranty Deed Also, please find attached the following documents for your files. 5. Copy of recorded Temporary utility Easement 6. Owner's Affidavit 7 . Attorney's Affidavit 8 . Copy of preliminary approval letter from Engineering Review 9. Engineer's final payment confirmation 10. Certification of pressure testing of water lines by Engineer of Record 11. Certification of pressure testing of sewer lines by Engineer of Record ,. _....~~,.. -,. ~ .-'-- Memorandum to Maureen Kenyon, Supervisor, Clerk to Board July 15, 2000 Page Two 12. Bacteriological clearances (DER certification) for water facilities 13. DER Placement-in-Service letter for sewer facilities 14. Contractor's Final Release of Lien 15. Lab results on bacteriological test for water lines 16. Verification of final cost (Detailed: quantities, sizes, unit cost, total cost, etc. ) 17. Letter by Engineer certifying that all water and/or sewer facilities are located within the public right-of-way or dedicated easements 18. Contractual Guarantee for material and workmanship for a period of at least one year after the Board of County Commissioners' acceptance for both water and sewer facilities 19. Payment of water usage, laboratory and administrative charges for filling, flushing and bacteriologically certifying water lines from invoice prepared by the utilities Division 20. Letter from fire district regarding ownership and maintenance of fire hydrants and certification of field fire flow capacity testing 21. Certification of the inflow/infiltration test for the sewer lines by Engineer of Record 22. Coating certification of man holes, wet wells and dry well from manufacturer 23. Copy of video tape test report 24. Letter from Compliance Services section certifying that the final inspection reveals that the Utility facilities have been constructed in accordance with County ordinances and regulations If you have any questions, please call and advise accordingly. -..'''''-,-", ..,,_.......". __....".._M__.__ County of Collier BRANCH OFFICES: CLERK OF THE CIRCUIT COURT GOLDEN GATE 4839 GOLDEN GATE PARKWAY COLLIER COUNTY COURTHOUSE 3301 TAMIAMI TRAIL EAST GREENTREE SHOPPING CENTER PO, BOX 413044 2386 IMMOKALEE ROAD NAPLES. FLORIDA 34101-3044 IMMOKALEE 101 S. FIRST STREET Dwight E. Brock Cled, MARCO ISLAND 1040 WINTERBERRY DRIVE EVERGLADES CITY 207 BROADWAY AVENUE OFFICIAL RECEIPT When Validated t, --4g]k~-- !::;: E :::. [ If::>"f ~ 3239804 DESCRIPTION CHECr-:: AMT ".. ._.. .". .... .... ." .h. _,>0," . .". ... .... ..~ .... .... .... .... ... .... .". . .h ._ -'. ...- ,-, .n'''' ,., m. ".... r:1 ;".:t ....{' C} J:'~.: ~ i...',_..'..... i. J. 3i,;j J.3,:; '3 1 .~';':': ._,' ...1 .~} 4 ::;;' :.) .J () F. E c: Cf~; D :: :iC3 ;"'1 f: L..i:::;,::,!,"':iL I ~"",i ~:::; -r ;::;.: L,,f ~""i E (i t,:;) ::J ;l .~.' ...... .... ~.. ., ..~. ... F: F C' C1F::C, I !".lE:: :::: E: F. .... , . ..... . I' ,,1"-. l> i=j... ; II 1"" I' .i. ~~. ,. ::': i:~ ~: ,:: :: ~: f i !::~l :' i t: 0; F: I r I.:;j F: ~: !,.) I t: i,lJ .w.' >.i :r. :,-( r (..jei ~:: :< I r'.iC; ....- " r.:~C:l:=i..J!'!1 E I-.,~'T (.'1F:. .... ':; 'r (1 1~'1 r' .~:. ...., .. .. ,,'j .L.1[.... :, ':'j L= Cj C~ L.i I ;"i E: )": .'r- ':: DOC TYP FILE 1D BOOK PAGE - ..-.... ...- .- . .... .. 'j /i .... ::::'L.:;:,:':i.J!--:L: -- .... ... ~ .... .:....l. ....!.'.! ,.. ... .......... , ,:..: i. '::.~:' v#: .22837::>~ u7/2u/.2uuG .... :::' I":! L.. ::: . . - ..... ..... . .... .... .... ... .. ~.. .... I.' ... _.. 1......- ......... -. , ...~ . ..... ... ...-.;.... ~-~ -- ~..; l:.: on ~..f ....... !' .. "", il; :.'.. j '::;':) 1. aILLEu; 1 U'-t. 11J ....-.. .... ... .. ....-.. Hi APiT PAiD: .uu f}/;'ca/ Sltfd~c/I t;dct /' .. ... .... ....-... -r'" :.... TOT~~L T,i i1 _ 1 ();:;~ ;0: 9 {) :... :.~.- U ~"'.:~_: J. .: :'::1 -,-'Lie ;; .--- -- - ,...~.. ... .....~ --"- 2665065 OR: 2700 PG: 2144 ~ECG?S2D In OFF:CI;~ ~ECCR:S ~f CJL~:E? :J~NTY, F~ ~ ''. ': I\. t" t\ .;... q'l:A~~ lH~IGE; 2.. BROCK. CLE~j~ .;. J ... v' \, ;J '"' r:~... r ~ () .' ".... ~ .: , ~ II Return to: Reti:: Board of Collier County E~GINEERING REVIEW 3ERVICES Commissioners SHIR~EY ~rx EX: 5586 This instrument prepared by: Leo J. Salvatori, Esq. Quarles & Brady LLP 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 S Y ~ UTILITY FACILITIES SUBORDINATION. CONSENT AND JOINDER \.;L Q',~ (Pelican Strand - Replat 7/Tract 7) \: tf) _ V) THIS SUBORDINATION, CONSENT AND JOINDER given this 7th day of ~ \J') ~ April ,2000, by and between CREDIT SUISSE FIRST BOSTON MORTGAGE C CAPITAL, LLC (hereinafter referred to as "Mortgagee"), in favor of the BOARD OF COUNTY -- COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF [> COLLIER COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE ~ COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns (hereinafter referred to as "County"). Mortgagee is used as singular or plural, as the contex~ requires. WIT N E SSE T H: WHEREAS, Mortgagee is the owner and holder of the following, which hereafter shall collectively be referred to herein as the "Mortgage": 1. A certain Mortgage from Pelican Strand, Ltd. now held by Credit Suisse First Boston Mortgage Capital, LLC, a Delaware limited liability company, recorded July 6, 1998, in Official Records Book 2437, Page 1791, of the Public Records of Collier County, Florida, as modified. 2. A certain Assignment of Leases and Rents from Pelican Strand, Ltd. in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded in Official Records Book 2437, Page 1834, of the Public Records of Collier County, Florida. 3. A certain UCC-1 Financing Statement from Pelican Strand, Ltd. in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded July 6, 1998 in Official Records Book 2437, Page 1848, ofthe Public Records of Collier County, Florida. WHEREAS, County has requested and received from the fee simple owner of the Encumbered Property non-exclusive easements for the installation and maintenance of water and QBNAP\210361,l ._,m,__ ""~'_.-- -~.__.'^_."....... . OR: 2700 PG: 2145 sewer utility facilities over and across a portion of the encumbered premises legally described in Exhibit "A" attached hereto and incorporated herein by virtue of this reference, which premises are hereinafter referred to as the "Easement Property". WHEREAS, County has requested that Mortgagee consent to, join in and subordinate its Mortgage to the interest that County has in the Easement Property to which request Mortgagee has agreed. NOW, THEREFORE, in consideration ofTEN ($10.00) DOLLARS and other good and valuable consideration, the receipt of which is hereby acknowledged, the Mortgagee does hereby consent to, join in and subordinate the lien of its Mortgage to the grant of that certain easement described herein over, under, and across the Easement Property and any interest ofthe County in any water and sewer utility facilities located therein or affixed thereto. Except as subordinated to the easement described herein over, under, and across the Easement Property or any water and sewer utility facilities located therein or affixed thereto, said Mortgage shall remain otherwise in full force and effect. IN WITNESS WHEREOF, the Mortgagee has caused these presents to be executed the date and year first above written. Signed, sealed and delivered MORTGAGEE: in the presence of: (Corporate Seal) ~ CREDIT SUISSE FIRST BOSTON MORTGAGE CAPITAL, LLC, a Witness #1 ~rint Name Below) Delaware limited liability company o.Mtv ~ (1; L~~d7 Witness #~int N~e BeIO'd 'j {m~n I QBNAP\210361.1 Page 2 ,-,- -~,--- -'-'-- *** OR: 2700 PG: 2146 *** STATEOFNEWY~ It. (<-- COUNTY OF e0 V( 1:Jfday of .jf-The, foregoing instrument {ta.s s10m ttlond subscribed before me this fr J I ,2000, by ()S (,./ tA-- o("~ 1'-") as , of Credit Suisse First Boston Mortgage Capital LLC, who is personally known to me, ~F-',Jlb() h~s produced -... ----; as identification~ - My CommIssIOn ExpIres: SSElL (Notary Seal) ,A\I?; ~~ate ot New york Notary Public N tary Puo I, '-081837 o No, 01 Rl~t 195 County 1 (print name below) \ lied \\1 II 14 ZOO Commission No. Q':laG\~~ !=xt:)\re5 Jul'1 · comllll! ' QBNAP\210361.1 Page 3 - .....---------- .~--~.__. ,---~ 2665066 OR: 2700 PG: 2147 RE ORDED In QFFICrAL RECORDS or COLLIER CGUNT!, FL 07 20/2000 at OS, 17AM Dw~IGHT E, BROCK, CLERK REC FEE 28, 50 :rlDEXING 1.00 Return to: Retn: Board of Collier County ENGIhEERiN~ REVIEW 5ERVI:ES Commissioners SHIR~EY ~~:x Err ~5B5 This instrument prepared by: Leo J. Salvatori, Esq. Quarles & Brady LLP 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 BILL OF SALE (Pelican Strand Replat 7/Tract 7) THIS BILL OF SALE eVidenci~ the j'ale and conveyance of the water and sewer utility facilities described herein is made this!, jiJday of January, 2000, by THE STRAND, LTD., a Florida limited partnership, formerly known as PELICAN STRAND, LTD., a Florida limited ~ partnership (hereinafter referred to as "Seller"), and the BOARD OF COUNTY '+ COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY ~~ ~ ~ OF COLLIER COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE ':-./ ill COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns (hereinafter (}V) \: referred to as "Buyer"). , .\. '~ WIT N E SSE T H: 'v C - That said Seller, for and in consideration of the sum of TEN ($10.00) DOLLARS and \l\ c.' other good and valuable consideration to said Seller in hand paid by the said Buyer, the receipt ~ whereof is hereby acknowledged, has granted, bargained, sold, transferred, set-over and delivered, and by these presents does grant, bargain, sell, transfer, set-over and deliver unto Buyer, and the Buyer's heirs, successors and assigns forever, all those certain water facilities and sewer facilities lying within the following described land, together with appurtenant easement rights for the operation, installation and maintenance of said facilities, situate, lying and being in Collier County, Florida to wit: (See Exhibit "A" attached hereto and incorporated by reference herein.) The Seller, for itself and its successors, hereby covenants to and with the Buyer and its successors and assigns that it is the lawful owner of the said goods and chattels herein referred to as utility facilities; that said goods and chattels are free from all liens and encumbrances; that it has good right, title and authority to sell same, and that it will warrant and defend the same against the lawful claims and demands of all persons whomsoever. Seller and Buyer are used for singular or plural, as the context requires. QBNAP\207058,l -1- ---" --~..- .----_.""._-~~- ---..---- -'--'~ OR: 2700 PG: 2148 IN WITNESS WHEREOF, Seller has caused these presents to be executed the date and year first above written. Signed, sealed and delivered THE STRAND, LTD., a III our presence: Florida limited partnership (Corporate Seal) By: THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, as General Partner, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION "2 /) ,... /' I /7 /: , .,/ { //{ By: /'/ Witn s # 1 R"'rt Paul Hardy, as L ) (P~~~~P#1? '<<--- V ice President ""7 I .. I , '-..-" Witness # 2 oj (Print name below) '?F~':[.K \\ (/',(l C ()"l ~ (,. I I STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and acknowledged before me thi~-)7 (/- day of January, 2000, by Robert Paul Hardy, as Vice President of THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, as General Partner of THE STRAND, LTD., a Florida limited partnership, who is personally known to me. / I /, / /(. Ii ,f .-' . f.. < i, A I Ij I 1./ .' ~:'... ,___: _/ _~~.,{. _. t..........,.i. .... >' ,,/ (~'l_e-'" L .", NOT ARY PUBLIC (SEAL) My Commission Expires: \ ..,~:;r,\:'W",," BETH A, WEBER t~~';o' ~ ".:~:~ MYCOMMISSION it CC 812680 ~~~"~"';O',; EXPIRES: February 28, 2003 l'~1.'::" ,-; .~~~... ,aonrlp.d ThfU No!arj Public Underunters r."~~::r:~~\" _ ,~ ~_, . " QBNAP\207058,l -2- _ ,',~'~k'",__,__,,_,~,,~,_, "-_.~_._..--._.~--" .-..._-_._,,-~- D][llJIT ",\" OR: 2700 PG: 2149 CERT ArN TRACTS OF LA1'<'D DEsrGNA TED AS PELICA.N STRAND REPLA T -7 TRACT 7, TRA,CT FD4. TRACT FD6, AND PORTIONS OF TRACT 9 AND TRACT 21 OF PELICAN STRAND REPLA T- IB, AS RECORDED IN PLAT BOOK 29, PAGES 23 THROUGH 27 AND PELICAN STRAND REPlAT-5, AS RECORDED eN PLAT BOOK J I, PAGES 2 THROUGH 4; SAlD TRACTS OF LAND LYING IN SECTIONS 18 AND (9, OF TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLfER COUNTY, FLORIDA' BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT MARKING TIrE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 48 SOUTI-I, RANGE 26 EAST, THENCE; N OOdJ4'OO" E. A orST ANCE OF 134263 FEET. TO A PONT, L YlNG ON THE WESTERL Y SECTION 18 LINE, THENCE CONTIN1.JNG'. N OOd34'OO" E, A DrSTANCE OF 834 45 FEET, TO A POINT, BEfNG THE SOUTHWEST COR.'JER OF TRACT 24. A GOLF COURSE, DRAINAGE AND LANDSCAPE BUFFER EASEMENT, AS RECORDED IN PELICAN STRAND REPLAT-5. IN ORDER BOOK 31, PAGES 2 THROUGH 4. IN COLLIER COU1'<'TY, FLORIDA, TIiENCE; S 89d26:00" E. A DISTANCE OF 25 00 FEET, TO A POINT. l YlNG ALONG TI-IE WESTERLY BOUNDAR Y OF TRACT 22, ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEl\1ENT, AND A 50' WIDE RIGHT-Of-WAY, AS RECORDED IN PELICAN STRAND REPLAT- 5, IN ORDER. BOOK 31. PAGES 2 TIfROUGH 4, IN COLLIER COUNTY, FLORIDA THENCE; S OOd34'OO" W. A DISTANCE OF 72.91 FEET, TO A POINT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2sd16'42H AN ARC DISTANCE OF 231.62 FEET, WITH A RADIUS OF 525,00 FEET, A CHORD BEARING OF S l2d04'21" E, A DISTANCE OF 219,75 FEET. TO A POrNT, BEING THE NORTIlEAST CORNER OF TRACT 26. AS RECORDED IN PELICAN STRAND REPLAT-S. TN ORDER BOOK 31, PAGES 2 TIIROUGH 4, IN COllIER COUNTY. FLORIDA, THENCE CONTINUING TIlE FOLLOWING rnREE CALLS; S 63d06'IS" W, A DlSTANCE OF 40.38 FEET, TO A POINT. THENCE; S 26dS3'42" E.. A DISTANCE OF 40.00 FEET, TO A POINT, ntENCE; N 63d06'IS" E, A DISTANCE OF 40,38 FEET, TO A POINT, RETURNING TO THE WESTERLY BOUNDARY OF lRACT 22. ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT. ~"ID A 50' WIDE lUGHT -OF~W A Y, AS RECORDED IN PELICAN STRAND REPLA T- 5, IN ORDER BOOK 31, PAGES 2 THROUGH 4. IN COLLIER COUNTY. FLORIDA, THENCE; AROUND A CURVE TO TIlE LEFT. THROUGH A CENTRAL ANGLE OF I1dS6'S7" AN ARC orSTANCE OF 118.65 FEET, wrm A RADIUS OF 525.00 FEET, A CHORD BEARING OF S 35d33'lO" E. A DISTANCE OF 118.40 FEET, TO A POrNT. THENCE AROUND A CURVE TO tHE LEFT, TffROUGH A CENTRAL ANGLE OF 93d36'40" AN ARC DISTANCE OF 13.52 FEET, WITIf AIlADIUS OF 45,00 FEET, A CHORD BEARING OF N 09d59.3T E, A OIST ANCE OF 65.61 FEET, TO A POlN1', l1iENCE: AROUND A CURVE TO 11IE RIGHT, tHROUGH A CENTRAL ANGLE OF 31d43'03" AN' ARC DISTANCE OF 312.69 FEET, wrrn A RADIUS OF 475.00 FEET, A CHORD BEARING OFN l8dl7'32" W, A DISTANCE OF 307.08 FEET, TO A POINT, lliENCE: N ood34'OO" E, A DISTANCE OF 72.91 FEET, TO A POINT, THENCE; AROUND A CtJ1l VE TO TIlE RIGHT. THROUGH A CENTRAL ANGLE OF 76d27'46" AN ARC DlSTANCE OF 213.52 FEET. WIlH A RADIUS OF 160.00 FEET. A CHORD BEAR.J:'NG OF N 38d47'S2" E. A DISTANCE OF 198.03 FEET. TO A POrNT, THENCE; N 77dOI'4S" E.. A orST~CE OF 5354 FEET, TO A POINT, ll-IENCE; AROUND A CURVE TO THE RIGHI', lHROUGH A CENTRAL ANGLE Ot: 18d43'36" AN' ARC DISTANCE OF 9$-~ .feET. WllH A RADrnS OF 300.00 FEET, ^ CHORD BEARING OF N 86<123'33" E, A DISTANCE OF 97.62 FEET, TO A POINT, TIiENCE. S 84dt4'J9" E, A OrSTANCE Of 110,72 FEET. TO A POINT, THENCE; AROUND A CURVE TO THE LEFT. THROUGH A CENTRAL ANGLE OF 12d12'OO" AN ARC DISTANCE OF 74.53 FEET. WITH A RADIUS OF 350.00 FEET, ( .'.- ."---_.~--~-~.- -........-----.-- -"-'.-.- _._-~,-'^ .--- OR: '1il\t\ rt,"'. 2150 ,-,Vv .t\J, - A CHORD BEARlNG OF N 89dJ9'2J" E, A DISTANCE OF 74,38 FEET, TO A POfNT. THENCE: 1': 83dJ3'21" E, A O[STANCE OF 222.S4 FEET, TO A POM, THENCE; AROUND A CURVE TO THE LEFT. TIiROUGH A CENTRAL ANGLE OF Ild34'13" AN ARC DISTANCE OF SO,78 FEET, WITH A RADIUS OF 400,00 FEET, A CHORD BEARING OF N 77d46' IS" E, A DrST ANCE OF SO.64 FEET, TO A POrNT, THENCE; N 71d59'OS" E. A DISTANCE OF 83,79 FEET, TO A POINT, THENCE. AROUNU A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 05d56'O I" A.N A.RC DISTANCE OF 49.19 FEET, WIlli ^ RADrus OF 47500 FEET, :\. CHORD BEA..RJ1\TG OF N 74dS7'OS" E, A DISTANCE OF 49,17 FEET, TO A POf:\.'T, THENCE; N 77d:SS'09H 1:, A DISTANCE OF 7923 FEET, TO A POINT, THENCE; AROUNU A CURVE TO THE RlGHT, THROUGH A CE~IRAL A.,\[GlE OF !Sd59'07" A...\[ ARC DISTANCE OF 157.39 FEET, WITH A RADlUS OF 475,00 FEET, :\. CHORD BEARING OF N 87d24'4Z" E. A DISTANCE OF 156,67 FEET, TO A POD"o'T. THENCE; S 83dOS'45" E, A DISTANCE OF 51.68 FEET, TO A porm. TI-:lENCE; AROlfl'..'D A CUR VE TO TIlE LEFT, THROUGH A CENTRAL A..'\'GLE OF 18d59'JO" A."J ARC DISTANCE OF 8287 FEET, \VIlli A R.<\DIUS OF 2S000 FEET, A CHORD BEA..RJ1\TG OF N 87d24')O" E, A DISTANCE OF 82.49 FEET, TO A POINT, THENCE; N 77d54'45" E. A DISTANCE OF 165.64 FEET, TO A POINT, L Y1NG ON THE WESTERLY REAR BOU'/'IDARY OF TRACT 8, AS RECORDED IN PEUCA.'\" STRA.1IID REPLAT-4, IN ORDER BOOK 19. PAGES 68 nmOUGH 70, IN COLLIER COUNTY, FLORIDA., TIiENCE. S OSdlS'OS" E, A DISTANCE OF 35280 FEET, TO A POINT, THENCE, S I Sd04'48- E. A DISTANCE OF 317,12 FEET, TO A POINT, LYING ALONG TIIE NORTHEASTERL Y BOUNDARY OF TRACT 2!, MARBLE COliRT, A 50' COUNTY UTfLlTY EASEMEi";i (CUE), AS RECORDED eN PELICAN STRA!'-U REPLA T -4,IN ORDER BOOK 29, PAGES 68 THROUGH 70, IN COLLIER. COUNTY, FLORIDA THENCE CONTlNUTNG THE FOLLOWTNG IS CAllS: CONTINUING ALONG TIlE TRACT 21 NORTHERLY TRACT UNE; S 74dS7'58" W. A DISTANCE OF 92.45 FEET, TO A POINT, nrENCE; N 2Jd1S'49" W. A DISTANCE OF 162.48 FEET, TO A POJ}o.i, TH:D1CE; S 71d07'29" W. A DISTANCE OF 446.88 FEET, TO A PO[1\Ji, THENCE; S 25d2J'38" E, A DISTANCE OF 159.12 FEET, TO A POrzo.,.,T. THENCE; S 64dJ6'n" W. A DrST ANCE OF 11.57 fEET, TO A POn-.i, TIiE.N"CE; AROUND A CURVE TO THE RIGHT, IHROUGH A CENTRAL ANGLE OF 47d20'S3" AN ARC DISTANCE OF 41.32 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S 88d 16'49" W, A DISTANCE OF 40,15 FEET. TO A POINT, THENCE; AROUND A C'UR VE TO TIlE LEFT, nm.OUGH ^ CENTRAL ANGLE OF 127d28'S9" AN ARC DISTANCE OF I I 1.25 FEET, wrm ARADros OF 50.00 FEET, A CHORD BEARlNG OF S 48d12'46" W, A DISTANCE OF 89.68 FEET, TO A POINT, THENCE; S S8d2I'!S" W, A DISTANCE OF 82.5] FEET, TO A POM, lliENCE; S Old44'07" E, A DISTANCE OF 20.37 FEET, TO A POINT, llIENCE; S 19d24'35" W, A DISTANCE OF 96.18 FEET, TO A POINT, THENCE; S 18dS4'49- E, A DrST ANeE OF 82.10 FEET, TO A POINT, lliENCE; N 68d3S'24" E, A DISTANCE OF 640.25 FEET, TO A POINT, TIiENCE; N 7&dJS'S7" E, A DIST AN(:E OF 200.14 FEET, TO A POINT, THENCE; S 89d01'SO" E, A DIST ANCE Of 3] ,44 fEET, TO A POINT. nlENCE; S 48d09'46- E, A DISTANCE OF 193.99 FEET, TO A POINT, LYING ON THE NORTHWESTERLY REAR BOUNDARY OF TRACT 5, AS RECORDED IN PELICAN STRAND REPLA T-IB, IN ORDER BOOK 29. PAGES 23 THROUGH 27, IN COLLIER COUNTY. FLORIDA. THENCE; S Ildl9'JO" W, A DISTANCE OF 350.82 FEET, TO A Pon-.l, nrENCE; N 83d06'57" W, A DrST i\NCE OF 528.64 FEET, TO A POINT, THE.lI.l'CE; N 88dSJ'S6" W, A DISTANCE OF 223.61 FEET. TO A POINT, THENCE; S 01d06'04- W, A DISTANCE Of 128.41 FEET. TO A POINT, lHENCE; S 51d02')2- E. A DISTANCE OF 54.50 FEET, TO A POINT. L TING ALONG THE NORTHWESTERL Y BOUNDARY OF TRACT 20, ROLLING OAKS COURT, A 50' COUNTY 2 --"-~-- ,. ._- ~--'"" --,.~ OR: 2700 PG: '!1h1 "'J.Jl urrr.rrv EASEMENT (CUE), AS RECORDED IN PELICAN STRAND REPLA T -I B. IN ORDER BOOK 29, PAGES 23 TIIROUGH 27. IN COLLIER COUNTY, FLORlDA, TI-fENCE, AROUND A CURVE TO TIlE LEFT, THROUGH A CENTRAL AJ'iGLE OF 160d42'3r AN ARC orSTANCE OF 140.25 FEET, WITH A RADIUS OF 50.00 FEET. A CHORD BEARING OF S 50d09'12" E, ^ DISTANCE OF 98.59 FEET. TO A POINT. THENCE~ AROUND A CURVE TO TIre IUGHf, TIIROUGHA CENTRAL ANGLE OF 41d24'JS" AN ARC DISTANCE OF 36.14 FEET, WITH A RADIUS OF 50,00 FEET. A CHORD BEARING OF N 70d11'49" E, A DISTANCE OF 35.36 FEET. TO A POINT, TlfENCE. S 89dOS'S4" E. A DISTANCE OF 31.10 FEET, TO A POINT. THENCE; AROUND A CURVE TO TIlE RlGHf, THROUGH A CENTRAL ANGLE OF 07dJS'W' AN ARC DISTANCE OF 11606 FEET, WITH A RADIUS OF 875.00 FEET. A CHORD BEARING OF S 85d I 7'54" E. A DISTANCE OF 115.98 FEET, TO A POINT. THENCE. S 81d29'SS" E, A DISTAJ'JCE OF 53.80 FEET. TO A POINT. THENCE; S 11dI2'07" W. A DISTANCE OF 170.37 FEET. TO A POJll.oT, TIfENCE; S 82d34'23" E. A DISTANCE OF 314,02 FEET, TO A POINT, THENCE; S 04dSS'22" W, A DISTANCE OF 150,57 FEET, TO A POI1'o'T, MARKf}J'G THE COMMON LINE BETWEEN TRACT FD4 AND FD6, AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA, nrENCE; S 19d26'26" E. A DISTANCE OF 340.52 FEET, TO A POINT. THENCE; S 7tdSS'SS" E, A DISTANCE Of 272.18 FEET. TO A POINT, TIiENCE. N S Id54'J4" E, A OTST ANCE OF 17903 FEET, TO ^ POINT, THENCE; N 33d48'J6" W. A DISTANCE OF 173.68 FEET. TO A POINT. TIiENCE. N 18d41'24"W, A DISTANCE OF 61.31 FEET, TO A POINT, THENCE; NORTH, A DISTANCE OF 43.25 FEET. TO A POINT, THENCE; N 13dS8'29" E, A D[ST ANCE OF 63,67 FEET, TO A POINT, l1fENCE, N 13d4)'19" F., A DISTANCE OF 780.41 FEET. TO A POINT. tYING ALONGTHF. WESTERLY RIGHT-OF-WAY OF TRACT J6, STAND BOULEVARD, AL'l80' COUNTY UTILITY EASEMENT (CUE). AS RECORDED INPEUCAN STRAND REPLAT-lB, IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY. FLORIDA. FOIU..lING mE EASTERLY BOUNDARY OF TRACT F04. TIiENCE CONTINUING ALONG THE WESTERI.. Y RIGHT -OF-WAY OF TRACT 16; S S7d26'02" E. A DISTANCE OF 156.07 FEET, TO A POINT. TIlENCE; AROUND A CURVE TO THE RlGHT, THROUGH A C~'TRAL ANGLE OF S7d26'02" AN ARC DISTANCE OF 451.08 FEET. WITH A RADIUS OF 450,00 FEET, A CHORD BEAlUNG OF S 28d43'0 I" E. A DISTANCE OF 432.43 FEET, TO A POINT. THENCE. SOUTH. A DISTANCE OF 307.95 FEET, TO A POrNT, THENCE; AROUND A CURVE TO 11iE LEFT, THROUGH A CENTRAL ANGLE OF 37d22'J I" AN ARC DtST ANCE OF 195.70 FEET, WI11i A RADrus OF 300.00 FEET. ^ CHORD BEARING OF S 18d41'1's" E, ADISTANCE OF 192.24 FEET, TO A POINT. THENCE. S 37d22'3l" E. A DlSTANCE OF 159.92 FEET, TO A POINT, l'HENCE; AROUND A CURVE TO TIlE RIGHT. TIiROUGH A CENTRAL ANGLE OF 4SdOO'11" AN ARC DISTANCE OF 401.87 FEET, WIlH A RADIUS OF 479.66 FEET, A CHORD BEARING OF S 13d22'2S" E, A DtST ANCE OF 390,22 FEET, TO ^ POI'NT, BErNG THE COMMON LINE BElWEEN' PEllCAN STRAND REPLAT-IB, IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA. AND PELICAN STRAND REPLA T-I A. IN ORDER BOOK 28, PAGES 66 nmOUGH 69, IN COLLIER COUNTY, FLORIDA, BEING THE SOUTHERN LINE OF TRACT FD4. OF PELICAN STRAND REPLAT -lB. IN ORDER BOOK 29. PAGES 23 THROUGH 27, IN COLLIER COUNTY, FLORIDA. 1HE FOLLOWING THREE CALLS FORM lHE SOt.miERL Y BOUNDARY OF TRACTS FD4 AND FD6. TI!ENCE; N 76dl1'27" W. A DISTANCE OF 289.84 FEET, TO A POINT, THENCE; N 89d09'S2- W, A DISTANCE OF 91293 FEET. TO THE COMMON LINE BETWEEN TRACT FD4 AND FD6 AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 27, IN COLLIER. COmITY. FLORIDA., THENCE. CONTTNUING; 3 .~,_.",.__M..,,_._"""" _._,_..~- -~~...> .,-.' _.......,---"_..."----- *** OR: 2700 PG: ?1~~ *** ... ..Ir.. N 89d09'52" W. A DISTANCE Of 1719.74 FEET, REl1JRNTNG TO THE SOUTHWEST CORNER OF SECTION 18. TOWNSHll' 48 SOUTH. RANGE 26 EAST. AND THE POINT OF BEGINNING, CONTAINING A COMPUTED AREA OF 4470655 SQUARE FEET OR 102.632 ACRES OF LA.;'1D MORE OR LESS tt _._._-_.~-_.,.." ...........-.,.. .---'----'-- ..W'_"_'___ 2665067 liP, ~ 7 Ml n r · '!1~'j ~.....' .. '. . i.',) "J r \J , ,-.J..J..i RECGR2ED in ~FFICIAL ~ECCRC5 of COL~IER CQ~N:Y, ?~ 07 LGi :GCJ at (,is:: ~A:{ LiilIGriT E, RR(J~r;, 2LEH:< ~E: ?EE :>: ,.,iV lNDE11:~:'_'J ~, ...' - 7 ,~ . ! V Retn: Return to: ENGINEERING REVIEW SERVICES Board of Collier County SHIRLEY NIX Commissioners ':V:'TI ~(('r .a.i n. /. .... j:) This instrument prepared by: Leo J. Salvatori, Esq. Quarles & Brady LLP 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 UTILITY EASEMENT (Pelican Strand Replat 7/Tract 7) "Ju THIS EASEMENT, granted this r) 7~--day of January, 2000, between THE STRAND, /! LTD., a Florida limited partnership, formerly known as PELICAN STRAND, LTD., a Florida v ~ limited partnership, as GRANTOR, to the BOARD OF COUNTY COMMISSIONERS OF - ~ COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY, )- ~1R AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns, as GRANTEE. IJ' ~ WIT N E SSE T H: ~ That the GRANTOR, for and in consideration ofthe sum ofTEN ($10.00) DOLLARS and ~ '- other good and valuable consideration paid by the GRANTEE, receipt of which is hereby - ,-.:-- acknowledged, hereby conveys, grants, bargains and sells unto the GRANTEE, its successors and '-.) .- '40 assigns, a perpetual, non-exclusive easement, license, and privilege to enter upon and to install ~ and maintain water and sewer utility facilities, on the following described lands being located in Collier County, Florida, to-wit: (See attached Exhibit "A" which is incorporated by reference herein) TO HAVE AND TO HOLD the same unto said GRANTEE and its assigns, together with the right to enter upon said land, excavate, and take materials for the purpose of constructing, operating, and maintaining water and sewer utility facilities thereon. GRANTOR and GRANTEE are used for singular or plural, as the context requires. QBNAP\207060.1 -1- - _.~,,~ ,...,.... ,.."._.~._._-,,--"------~_._'--"- -. OR: 2700 PG: 2154 IN WITNESS WHEREOF, the GRANTOR has caused these presents to be executed the day and year first above written. Signed, sealed and delivered in our presence: THE STRAND, LTD., a Florida limited partnership (Corporate Seal) By: THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, as General Partner, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION i (/ .I ~) / II ( -.. By: Wit ess # 1 Robevt Paul Hardy, as ~ below) ~/Jkt1. Vice President ;lHb'/' ~ r) //~(J/J?)-(_.......' >C) t'! ~ /}LI Witness #"jZ. /.' (Print name below) \~'L' (b K- I \( ;) (T ,(l (l-, STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and acknowledged before me this ;'9 JtL-day of January, 2000, by Robert Paul Hardy, as V ice President of THE STRAND D EVELO PMENT CORPORA TION OF NAPLES, a Florida corporation, as General Partner of THE STRAND, LTD., a Florida limited partnership, who is personally known to me. // ! ( , l /, \. '. ii"~ t' / ;~' /: l(/tt I ~., . ...... ., ,# " NOTARY~PUBLIC (SEAL) My Commission Expires: (Pdnt name below) I { .L .! ./; (. 'i kl f.1. : {;':" .,->:, / r ,,\II"~'I ._- Notary Public A,"""'.. BETH A. WEBER J Serial # (if any) If-: ! 'f~ MY COMMISSION # CC 812680 ~~.{.,::..\~,y . EXPIRES: February 28,2003 i_t~r.J~'" Honded Thru Notary Public Under""i!er,; ~!I!o. _____ ..1~~ QBNAP\207060, 1 -2- -. ,~.,-,--,--~------~ """"- ___._uu_ E:)JiIBIT "A" OR: 21(\0 p~' ') 1 ,~ II). \J . t..1JJ CERTAIN TRACTS OF LAND DESrGNATED AS PELICAN STRAND REPLAT-7 TRACT 7. TR.o\CT fD4, TRACT FD6, AND PORTIONS OF TRACT 9 AND TRACT 22 OF PELICAN STRAND REPLA T- IB, AS RECORDED IN PLAT BOOK 29, PAGES 23 THROUGH 27 AND PELlCAJ~ STRAND REPLAT-5. AS RECORDED IN PLAT BooK.3 I, PAGES 2 THROUGH 4; SAlD TRACTS OF LAND LUNG IN SECTIONS 18 AND 19, OF TOWNSHIP 48 SOUTH. RANGE 26 EAST. COLLIER COUNTY, FLORIDA' BEING MORE PARTICULARLY BOUNDED AND DESCRJ8ED AS FOLLOWS: BEGINNING AT A POINT MARKING THE SOUTHWEST COR...'lER OF SECTION 18, TOWNSHIP 48 SOUTH, RANGE 26 EAST. TIIENCE: N OOd34'OO" E. A DlSTANCE OF 134263 FEET, TO A POINT, L YrNG ON THE WESTERL Y SECT10N 18 LINE, THENCE CONTfNUT."-lG; N OOdJ4'OO. E, A DrSTANCE OF 834 45 FEET, TO A POrNI. BEING THE SOUTIfWEST COR.:"jER OF TRACT 24, A GOLF COURSE. DRAINAGE AND L\NDSCAPE BUFFER EASEMENT, AS RECORDED IN PELICAN STRAND REPLAT-5, IN ORDER BOOK 31, PAGES 2 THROUGH 4. IN COLLIER COm.TY, FLORIDA. THENCE, S 89d26:00. E. A DISTANCE OF 25 00 FEET, TO A POfNT, L YlNG ALONG THE VlESTERL Y BOUNDARY OF TRACT 22, ASHFORD L4.NE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT, AND A 50' WIDE RlGHT -OF-W A Y, AS RECORDED IN PELICAN STRAND REPLA T- 5, TN ORDER BOOK 31. PAGES 2 TIIROUGH 4, IN COLLIER COUNTY, FLORIDA THENCE: S 00d34'OO. W, A DISTANCE OF 72.91 FEET, TO A POINT, TIlENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 25d 16'42" AN ARC DISTANCE OF 231.62 FEET, wrm A RADrUS OF 525.00 FEET, A CHORD BEARlNG OF S 12d04'21" E. A DISTANCE OF U9,7$ FEET, TO A POINT, BEING THE NORTHEAST CORNER OF TRACT 26, AS RECORDED IN PELICAN STRAND REPLA T -5. TN ORDER BOOK 31. PAGES 2 THROUGH 4, rN COLLIER COUNTY, FLORIDA, THENCE CONTINUING THE FOllOWING nrREE CALLS; S 63d06'lS" W. A DISTANCE OF 40.38 FEET. TO A POr.-rf. THENCE, S 26d53'42" E. A DISTANCE OF 40.00 FEET, TO A POINT. THENCE; 1'1 63d06'IS" E, A DISTANCE OF 40.38 FEET, TO A POINT, RETURNING TO THE WESTERLY BOUNDARY OF TRACT 22. ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT, AND A 50' WIDE RIGHT -OF-WAY, AS RECORDED IN PELICAN STRAND REPLA T- S. IN ORDER BOOK 31, PAGES 2 THROUGH 4, IN COLLIER COUNTY, FLORIDA. THENCE; AROUND A CURVE TO THE LEFT. TIIROUGH A CENTRAL ANGLE OF 12dS6'S7" AN ARC DISTANCE OF 1 18.65 FEET, WITH A RADWS OF 525.00 FEET, A CHORD BEARlNG Of S 35d33'10. E. A DlSTANCE OF 118.40 FEET, TO A POINT, TIlENCE AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 93d36'4Q" AN ARC DISTANCE OF 13.52 FEET, WITH A RADIUS OF 45.00 fEET. A CHORD BEARING Of N09dS9'37" E, A DISTANCE OF 65.61 FEET, TO A POINT, nlENCE: AROUND A CURVE TO 1lIE RIGHT, THROUGH A CENTRAL ANGLE OF 31d43'03" AN ARC DISTANCE OF 312.69 FEET, WITH A RADIUS OF 475.00 FEET. A CHORD BEARING OFN 18d!?'32" W, A DISTANCE OF 307.08 FEET, TO A POINT. THENCE: N OOdJ4'OO" E. A DISTANCE OF n.91 FEET, TO A POINT. THENCE~ AROUND A CURVE TO THE RIGHT, TIiROUGH A CENTRAL ANGLE OF 76d2?'46" AN ARC DISTANCE OF 213.52 FEET, WIni A RADIUS OF 160.00 FEET. A CHORD BEARING OF N 38d47Sr E. A DISTANCE OF 198,03 FEET, TO A POrNT. THENCE; N 77dOl'4S" E. A DISTANCE OF 5354 FEET. TO A POINT, U1ENCE~ AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE Of !8d43'36. AN ARC DISTANCE OF 9$4S .fEET. WIllI A RADIUS OF 300.00 FEET. A CHORD BEARING OF N 86d23'33- E. A DISTANCE OF 91.62 FEET, TO A POrNT, TIlENCE, S 84d14'39. E, A DISTANCE OF 110.72 FEET, TO A POINT, THENCE; AROUND A CURVE TO TIlE LEFT, THROUGH A CENTRAL ANGLE OF 12d12'OO. AN ARC DISTANCE OF 74.53 FEET. WITH A RADIUS OF 350.00 FEET, I . .."~~.---,<.----'--- ~.....-- . --,.._- OR: 2700 PG: 2156 _ A CHORD BEARING OF N 89dJ9'21" E, A DISTANCE OF 74.38 FEET, TO A POfNT, THENCE: y...: 8JdJJ'11" E, A DISTANCE OF 111.54 FEET, TO A POCNT, THENCE; AROUND A CURVE TO THE LEFT, TIfROUGH A CENTRAL ANGLE OF IldJ4'1J" AN ARC nrSTANCE OF 80,78 FEET, wrrn A RADIUS OF 400.00 FEET, A CHORD BEARING OF N 77d46'15" E, A DISTANCE OF 80,64 FEET, TO A POINT. THENCE, N 71d59'OS" E, A DISTANCE OF 83.79 FEET. TO A POINT, THENCE, AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 05d56'O/" A,"I ARC orSTANCE OF 49.19 FEET, wrrn A RADIUS OF 475 00 FEET, A CHORD BEARING OF N 74d57'OS" E, A DISTANCE OF 4917 FEET, TO A Por.-.T"f, THENCE; N 77dSS'09" E, A DISTANCE OF 79,23 FEET, TO A POThl, THENCE: MOUNU A CURVE TO THE RIGHT, THROUGH A CEl'i'TRAL A.'lGLE OF 18d59'or A..'l ARC orSTANCE OF 157,39 FEET. WITH A RADIUS OF 475,00 FEET, A CHORD BEARING OF N 37d24'42" E, A DISTANCE OF 156,67 FEET, TO A POG'.T, THENCE; S 8JdOS'4S" E. A DISTANCE OF SI,68 FEET, TO A POINT. THENCE; ARO{)}.'D A CUR VE TO THE LEFT, THROUGH A CENTRAL ^"'.'GLE OF 18d59'JO" A.'l ARC DISTANCE OF 8287 FEET. WIm A R.WIUS OF 25000 FEET, A CHORD BEARING OF N 87d24')O" E, A DISTANCE OF 82.49 FEET, TO A POINT, THENCE; N 77dS4'4S" E, A DISTANCE OF 165,64 FEET, TO A POfNT, LY1NG ON THE WESTERLY REAR BOUNDARY OF TRACT 8, AS RECORDED IN PEUCA.'\[ STRA:\JD REPUT-4, IN ORDER. BOOK 29. PAGES 68 TI!ROUGH 70. IN COLLIER COUNTY, FLORIDA.. TIiE..NCE; S 08d15'OS" E, A DISTANCE OF 352,80 FEET, TO A POll'.'T. THENCE, S 1 Sd04'48" E, A DISTANCE OF 377.12 fEET, TO A POINT, LYING ALONG TIlE NORTHEASTERL Y BOUNDARY OF TRACT 21. MARBLE COlJRT, A SO' COUNTY UTrLlTY EASEMENT (CUE). AS RECORDED eN PELICAN STJtA1-..D REPLA T -4, IN ORDER BOOK 29, PAGES 68 THROUGH 70, IN COllIER COUNTY, FLORIDA TIiENCE CONTINUING THE FOllOWING IS CALLS: CONTINUING ALONG 11IE TRACT 21 NORTHERLY TRACT LINE; 5 74d57'58" W, A DISTANCE OF 92.45 FEET, TO A POINT. THENCE; N 2Jd1S'49" W, A DISTANCE OF 162.48 FEET, TO A POfl','T, TIiENCE; S 71d07'19" W, A DISTANCE OF 446.88 FEET, TO A POI1\lT, THENCE; S 2Sd2J'38" E, A DrST ANCE OF 159.12 FEET, TO A POINT, lRENCE; S 64dJ6'n" W, A DISTANCE OF 11.57 FEET, TO A POIl'otT. TIIE.~CE; AROUND A CURVE TO THE RIGHT, rnROUGH A CENTRAL ANGLE OF 47d20'S3" AN ARC DISTANCE OF 41.32 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S S8d 16'49" W, A DrST ANCE OF 40 15 FEET, TO A POINT. THENCE; AROUND A CURVE TO TIlE LEFT, THROUGH ^ CENTRAL ANGLE OF 127d2S'59" AN ARC DISTANCE OF I I 1.25 FEET. wrrn ARADruS OF 50,00 FEET, A CHORD BEARlNG OF S 48d12'46" W, A DISTANCE OF 89.68 FEET, TO A POINT, THENCE; S S8d2I'15" W, A DISTANCE OF 82.51 FEET, TO A pomr, lHENCE; S Old44'07" E. A DISTANCE OF 20.37 FEET, TO A POINT, 1l:IENCE; S I 9d24'3 5" W, A OIST ANCE OF 96.78 FEET, TO A POINT, TIlENCE; S I 8dS4'49" E. A DrST ANCE OF 82.10 FEET, TO ^ POINT, TIiENCE; N 68d35'24" E, A DISTANCE OF 640.15 FEET, TO A POINT, TIlENCE; N 78d38'S7" E. A DISTANCE OF 200.14 FEET, TO A POINT. THENCE; S 89d07'SO" E, A DISTANCE OF 31,44 FEET. TO A POINT. 'mENCE; S 48d09'46" E. A DISTANCE OF 193.99 FEET, TO A POINT. LYING ON THE NORTHWESTERLY REAR. BOUNDARY OF TRACT 5, AS RECORDED IN PELICAN STRAND REPLAT-IB. IN ORDER BOOK 29, PAGES 23 THROUGIi 27.lN COUIER COUNTY. FLORIDA, THENCE; S I IdI9'JO. W, A DISTANCE OF 350.82 FEET, TO A POf1l.;"T. TIiENCE; N 83d06'51" W, A D[5T ANCE OF 528.64 FEET, TO A POINT. THE..""lCE; N 88d53'S6" W, A DISTANCE OF 223.67 FEET. TO A POINT. THENCE; S Old06'04" W. A DfSTANCE OF 128.41 FEET. TO A POINT, THENCE; S 57d02'J2" E., A DISTANCE OF 54. SO FEET, TO A POINT. L YlNG ALONG THE NORTHWESTERL Y BOUNDARY OF TRACT 20, ROLI.lNG OAKS COURT, A 50' COUNTY 2 .~._.._--- -~..,,_._. ."_.~."--,,-"._-'"- -...-.... OR: 'I i IV, P (1 . 2157 t../vv IJ. UTIUTY EASE~fENT (CUE). AS RECORDED IN PELICAN STRAND REPLA T -I B. IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY. FLORIDA, THENCE, AROUND A CURVE TO TIIE LEFT. TIiROUGH A CENTRAL ANGLE OF 160d42'3r AN ARC DrSTANCE OF 140.25 FEET, WITH A RADIUS OF 50,00 FEET. A CHORD BEARING OF S 50d09'12" E, ^ DISTANCE OF 98.59 FEET. TO A POINT. THENCE. AROUND A CURVE TO TIlE RIGHT, THROUGH ^ CENTRAL ANGLE OF 4Id24'35" AN ARC orST ANCE OF 36.14 FEET, wrrn A RADIUS OF 50.00 FEET. A CHORD BEARING OF N 70dll'49" E, A DISTANCE OF 35.36 FEET. TO A POINT. n1ENCE. S 89dOS'54" E, A DISTANCE OF 31,10 FEET, TO A POINT, THENCE: AROUND A CURVE TO THE RlGI-IT. THROUGH A CENTRAL ANGLE OF 07<135'59" AN ARC orSTANCE OF 11606 FEET. WITH A RADIUS OF 875,00 FEET, A CHORD BEARING OF S 85d 17'54" E. A DISTANCE OF 115.98 FEET. TO A porm. THENCE. S Sld29'SS" E, A DISTA.J'lCE OF 53,80 FEET. TO A POfNT. THENCE; S 11dI2'07" W. A DISTANCE OF 170.37 FEET, TO A POI1'-T, THENCE; S 82d34'23" E, A DISTANCE OF 314.02 FEET, TO A POINT, THENCE; S 04dSS'22" W. A DISTANCE OF 150,57 FEET, TO A POl"l'o'T, MARKTNGTHE COIvtMON LINE BETWEEN TRACT FD4 AND FD6, AS RECORDED TN ORDER BOOK 29, PAGES 2J THROUGH 27. IN COLLIER COUNTY, FLORIDA., TI-lENCE; S 19d26'26" E. A DISTANCE OF 340.52 FEET, TO A POINT. THENCE; S 71dSS'SS- E, A DISTANCE OF 272.18 FEET. TO A POINT. TIiENCE. N 5td54'34" E, A DISTANCE OF 17903 FEET, TO ^ POINT, THENCE; N 33d4S'36" W. A DISTANCE OF 173.68 FEET. TO A POINT. THENCE. N 18d41'24"W, A DISTANCE OF 61.31 FEET, TO A POINT, THENCE; NORTH, A DISTANCE OF 43.25 FEET. TO A POINT, THENCE; N 1 Jd58'29" E. A DISTANCE OF 63,67 FEET, TO A POrNI, THENCE, N 13d4J'19" E, A DISTANCE OF 780.41 FEET. TO A POINT. LYING ALONG TIfF. WESTERLY RIGHT -OF-WAY OF TRACT 16, 5T A.1\lI) BOULEV ARD, A.J.~ 80' COUNTY UTILITY EASEMENT (CUE). AS RECORDED IN PEUCAN STRAND REPLA T - tB, IN ORDER BOOK 29. PAGES 2] THROUGH 27. IN COU,IER COUNTY. FLORIDA. FOR..'vtlNG mE EASTERLY BOUNDARY OF TRACT FD4. nrENCE CONTINUING ALONG THE WESTERLY RIGHT -QF-W A Y OF TRACT 16; S 51d26'02" E. A DISTANCE OF 156.07 FEET, TO A POINT. THENCE; AROtJ'ND A CURVE TO THE RlGI-IT, THROUGH A CEl'l"TRAL ANGLE OF 57d26'02- A.r,"J ARC DISTANCE OF 4S1,08 FEET. WITH A RADnJS OF 450,00 FEET, A CHORD BEARING OF S 28d43'0 I" E. A DISTANCE OF 432.43 FEET, TO A POINT. THENCE. SOUTH. A DISTANCE OF 307.95 FEET, TO A POINr. THENCE; AROUND A CURVE TO TIlE LEFT, THROUGH A CENTRAL ANGLE OF J7d22'] 1" AN ARC DISTANCE OF 195.70 FEET, WITIi A .RADIUS OF 300.00 FEET. A CHORD BEARING Of S 18d41't's" E, A DISTANCE OF 192.24 FEET, TO A POINT. THENCE. S J7d22'31" E, A DISTANCE Of 159.92 FEET, TO A POINT, THENCE; AROUND A CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF 48doo'11" AN ARC DISTANCE Of 401.&7 FEET, wrm A RADIUS OF 479.66 FEET, A CHORD BEARING OF S 13d22'2S" E, ^ DISTANCE OF 39022 fEET, TO A POrNT, BEING THE COM:MON LINE BETWEEN PEUCAN STRAND REPLAT-IB. IN ORDER BOOK 29, PAGES 23 THROUGH 27, IN COLLIER COUNTY. FLORIDA. AND PELICAN STRAND REPLAT-IA. rN ORDER BOOK 28, PAGES 66 nm.OUGH 69, IN COLLIER COUNTY, FLORIDA, BEING THE SOUIliERN lINE OF TRACT FD4. OF PELICAN STRAND UPLA T -lB, IN ORDER BOOK 29. PAGES 23 THROUGH 27. IN COLLIER COUNTY. FLORIDA. 1liE FOLLOWING THREE CALLS FORM TI1E SOUTHERLY BOUNDARY OF TRACTS FD4 AND FD6. nIENCE; N 76dll'27" W, A DISTANCE OF 289.84 FEET. TO A POINT, THENCE; N 89d09'S2- W, A DISTANCE OF 912,93 FEET. TO TIlE COMMON LINE BETWEEN TRACT FD4 A~"D FD6 AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 21. IN COLLIER. COUNTY. FLORIDA. THENCE. CONTINUING; "3 ___"m_ ~_.._-> ~_..w___ *** OR: 2700 PG: 2158 *** N 89d09'52" W, A DISTANCE OF 1719 74 FEET, REllJ1U'JING TO TIlE SOUT1iWEST CORNeR OF SECTION 18, TOWNSHIP 48 SOUTH. RANGE 26 EAST, AND TIIE POINT OF BEGIN1'<1NG, COJ'.jTAINING A COMPUTED AREA OF 4410655 SQUARE FEET OR 102.632 ACRES OF LAi'JD MORE OR LESS tt . _.,"-~_._-.." 2665068 OR: 2700 PG: 2159 RECORDED in OFFICIAL ~EC8RD3 ~f :OLLIE~ CC~NTY, FL Q'rjZO!2GC0 at J9:17AM JWIGHT ~. BROCK. 2LE?K 'R~ "" ~. C J J K~..... .t:. tJ INCEXING ~ , Q 0 "",..,,., '':If' "'!n ~v\..-, ; <.i ,I \J Retn: Return to: ENGINEERING REVIEW SERVICES Board of Collier County Commissioners SIilkLE'{ !;rx EXT 5:85 This instrument prepared by: Leo J. Salvatori, Esq. Quarles & Brady LLP 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 UTILITY FACILITIES WARRANTY DEED '~~ (Pelican Strand Replat 7/Tract 7) ~\.I' THIS INDENTURE made this:~71~day of January, 2000, between THE STRAND, ~\.J) -\l\f) LTD., a Florida limited partnership, formerly known as PELICAN STRAND, LTD., a Florida \i limited partnership, (hereinafter "GRANTOR"), and the BOARD OF COUNTY ~ COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY ~ - OF COLLIER COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE ~ COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns, (hereinafter '\l '\.i referred to as "GRANTEE"). C \j] WIT N E SSE T H: C' \~ That said GRANTOR, for and in consideration of the sum of TEN ($10.00) DOLLARS and other good and valuable consideration to said GRANTOR, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE, and GRANTEE'S heirs, successors and assigns forever, all water and sewer utility facilities lying within the following described land, together with appurtenant easement rights for the operation, installation and maintenance of said facilities, situate, lying and being in Collier County, Florida, to wit: (See Exhibit "A" attached hereto and incorporated by reference herein.) and said GRANTOR does hereby fully warrant the title to said facilities, and will defend same against the lawful claims of all persons whomsoever. For the purposes of this conveyance, the utility facilities conveyed herein shall not be deemed to convey any of the lands described in Exhibit "A". GRANTOR and GRANTEE are used for singular or plural, as context requires. QBNAP\207059.1 -1- .~..m. ~_.._.._._-~~". ",- .- OR ') 7 ".1". "', ,.. . '~r . I" i ;,.;i. ) I h I .L. ;.. f \) lj . \J t &.. lli V IN WITNESS WHEREOF, GRANTOR has caused these presents to be executed the date and year first above written. Signed, sealed and delivered III our presence: THE STRAND, LTD., a Florida limited partnership (Corporate Seal) By: THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, as General Partner, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION ) I / I / /) //' ( ,/ C ! .oj By: / ,. / Witn e s...# 1. Ro~rt Paul Hardy, as ')' (pt:@J,lame below)/ /J Vice President l/~~H-/./~~ (tfJ'ef'1:j! )I (j('("/J7V . Witness # 2 "./j (Print name below) '~r' .(: .\< \.1 ''( (, (' ,(') p' I ST A TE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and acknowledged before me this'') / t,/, day of January, 2000, by Robert Paul Hardy, as Vice President of THE STRAND DEVELOPMENT CORPORA TION OF NAPLES, a Florida corporation, as General Partner of THE STRAND, LTD., a Florida limited partnership, who is personally known to me. ;' ~ I ' I ' ".('., '. ' . '." I '-., '\, I... (i " - / I I J "'\.--- ~ \.>' '''' NOTARY PUBLIC (SEAL) My Commission Expires: (Print name below) , ,.~~'~j!,'" BETH A, WEBER "I / I r " ) :: )r" , /1}..~~t;o. MY COMMISSION # CC 812680 ' , . ' '., [ I ,;;~"~~.,,~,,E EXPiRES: Fabruary 28, 2003 Notary Public '-'1:'t..~?~:)t..~ BondEd Thru Natari Public Underwnters . . ..:~qf::,," " Senal # (If any) QBNAP\207059,l - 2 - 'd_~"_~______" "'"""'_07.~__,___n.._.~_'-"--'>"''''-'~'' _.".,__.__~__ _." ',. >-"_.'~"."~_ _m_,_. .-- L'JUBIT "1\" OR: 2700 PG: 2161 CERT AIN TRACTS OF LAND DESlGNA TED AS PELICAN STRAND REPLA T -7 TRACT 7. TR....\CT FD4, TRACT FD6, AJ'ID PORTIONS OF TRACT 9 AJ'ID TRACT 22 OF PELICAN STRAND REPLA T- IB, AS RECORDED IN PLAT BOOK 29, PAGES 23 THROUGH 27 AND PELICAN STRAND REPLAT-5, AS RECORDED IN PLAT BOOK J I. PAGES 2 THROUGH 4; SAJD TRACTS OF LAND L YlNG IN SECTIONS 1 g AND 19, OF TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLIER COUNTY. FLORIDA' BEING MORE PARTlCUlARL Y BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 18. TOWNSHIP 48 SOlffiI, RANGE 26 EAST. TIlENCE; N OOd34'OO" E, A DrST ANCE OF 1J~263 FEET, TO A POrNT, L YfNG ON THE \1/ESTERL Y SECTlON 18LfNE, TIIENCE CONTNUNG', N OOd)4'OO~ E, A DrSTANCE OF 834 4S FEET, TO A POrNI, BEING THE SOUTHWEST COR..'iER OF TRACT 24, A GOLF COURSE, DRAINAGE AND LANDSCAPE BUFFER EASEMENT, AS RECORDED TN PELICAN STRAND REPLAT-5, IN ORDER. BOOK 31, PAGES 2 THROUGH 4. IN COLLIER COll.TY, FLORIDA. THENCE; S 89d26:00" E. A DISTANCE OF 25 00 FEET, TO A POINT, L YlNG ALONG THE WESTERLY BOUNDAR Y OF TRACT 22, ASHFORD lANE, A SO' DRAINAGE, ACCESS AND UTILITY EASEMENT, AND A SO' WIDE RIGHT -OF-WAY. AS RECORDED IN PELICAN STRAND REPLA T. 5, fN ORDER. BOOK 31. PAGES 2 TIIROUGH 4, IN COLLIER COUNTY, FLORIDA THENCE; S OOd34'OO~ W, A DISTANCE OF 72.91 FEET, TO A POrNT, TIlENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2Sd16'42" AN ARC DlST ANCE OF 231.62 FEET, WlTII A RADrus OF 525.00 FEET. A CHORD BEARING OF S 12d04'21" E, A DISTANCE OF U9,7S FEET. TO A POINT. BEING THE NORTIfEAST CORNER Of TRACT 26. AS RECORDED IN PELICAN STRAND REPLAT-5, IN ORDER BOOK 31, PAGES 2 TIIROUGH 4, IN COLLIER COUNTY, FLORIDA, THENCE CONTINUING THE FOllOWING nmEE CALLS; S 63d06'IS" W, A DISTANCE OF 40.38 FEET, TO A POINT. TIiENCE; S 26d53'42" E. A DIST AN'CE OF 40.00 FEET, TO A POINT, THENCE; N 63d06'IS" E, A DISTANCE OF 40.38 FEET, TO A POINT, RETURNlNG TO THE WESTERLY BOUNDARY OF TRACT 22, ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT, AND A 50' WIDE RIGHT -OF.W A Y, AS RECORDED IN PELICAN STRAND REPLA T- 5, IN ORDER BOOK 31, PAGES 2 TIiROUGH 4, IN COLLIER COUNTY. FLORIDA. THENCE: AROUND A CURVE TO 1llE LEFT, TIiROUGH A. C.ENTRAL Ai.'l'GLE OF 12dS6'S7" Ai.'l' ARC DISTANCE OF 118.65 FEET, WITH A RADnlS OF 525.00 FEET, A CHORD BEARING OF S 35d33'lO~ E. A DISTANCE OF 118.40 fEET, TO A POINT, THENCE AROUND A CURVE TO THE LEFT, TIfROUGH A CENTRAL ANGLE OF 93d36'40" AN ARC DISTANCE OF 13.52 FEET, WI1H ARADruS OF 45.00 FEET, A OfORD BEARING OF N 09dS9'37" E, A DISTANCE OF 65.61 FEET, TO A POINT, THENCE: AROUND A CURVE TO 1HE RIGHT, THROUGH A CENTRAL ANGLE OF 31d43'03" AN ARC DISTANCE OF 312.69 FEET, WITII A RADIUS OF 475.00 FEET, A CHORD BEARlNGOFN 18d17'32"W, A DISTANCE OF 307.08 FEET, TO A POINT, THENCE: N OOd34'OO" E, A DlSTANCE OF n.91 fEET, TO A PO.INT, THENCE~ AROUND A CURVE TO TIlE RIGHT. TIiROUGH A CENTRAL ANGLE OF 16d27'46~ AN ARC DlSTANCE OF 213.52 FEET, WITH A RADnJS OF 160.00 FEET. A CHORD BEARING OF N 38d47'52" E. ^ DISTANCE OF 198,03 fEET, TO A POrNT, THENCE: N 77dO I '45" E.. A DISTANCE OF 5354 FEET. TO A POINT, THENCE~ AROUND A CURVE TO THE RIGHT, TIiROUGH A CENTRAL ANGLE OF 18d43'J6" AN ARC DISTANCE OF 9~ FEET. W11H A RADnlS OF 300.00 FEET, ^ CHORD BEARING OF N 86d2J'33" E, A DISTANCE OF 91.62 FEET, TO A POINT, nrENCE~ S 84d14'39" E, A DISTANCE OF 110.72 FEET, TO A POINT, THENCE; AROUND A CURVE TO THE LEFT, TIIROUGH A CENTRAL ANGLE OF 12dt2'OO" AN ARC DISTANCE OF 74.53 FEET. WITH A RADrus OF 350.00 FEET, I -,_.._----~-,._._- .~,.,.,."._.._--_."",,._.." _.._._~ --".-. ."-- OR: 'l'itlO PG' 2162-_ t.. ! IJ .. , A CHORD BEARiNG OF N 89dJ9'21" E, A DISTANCE OF 74,]8 FEET. TO A POr;\/T. THENCE; ]\; 8JdJ3'2 I" E. A DrST ANCE OF 222,54 FEET, TO A POrNT, THENCE; AROUND A CURVE TO THE LEFT, TIfROUGH A CENTRAl. ANGLE OF Ild34'IJ" AN ARC DfST ANCE OF 80,78 FEET. wrrn A RADIUS OF 400,00 FEET, A CHORD BEARING OF N 77d46'15" E, A DISTANCE OF 80.64 FEET, TO A POINT, THENCE; N 71d59'OS" E. A DrSTANCE OF 8],79 FEET, TO A POINT, THENCE. AROUNU A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 05d56'0 '" A-'i ARC orSTANCE OF 49,19 FEET, Willi A RADIUS OF 47500 FEET, A CHORD BEARING OF N 74d57'OS" E, A DISTANCE OF 49,17 FEET. TO A P00..rr, THENCE; N 77d5S'09" E. A DrSTANCE OF 7923 FEET, TO A POTh'T. THENCE: A.ROUNU A CURVE TO THE RlGHT. THROUGH A CEI\'TRAL A.,'J'GLE OF ISd59'07" A..'J' ARC DISTANCE OF 157,]9 FEET, WITH A RADIUS OF 475,00 FEET, ...... CHORD BEARlNG OF N 37d24'42" E, A DISTANCE OF 156,67 FEET, TO A POf1'..T, THENCE; S &]dOS'4S" E, A DISTANCE OF SI,68 FEET, TO A POINT. THENCE; ARO{fl\'D A CURVE TO TIlE LEFT, THROUGH A CENTRAL fu'\'GLE OF 18d59'JO" A."i ARC OrSTANCE OF 8287 FEET, WITH A RADIUS OF 25000 FEET, A CHORD BEARING OF N 87d24')O" E, A DISTANCE OF 82.49 FEET, TO A POrNT, THENCE, N 77d54'4S" E. A DISTANCE OF 165,64 FEET, TO A POINT, L Y1NG ON 11fE WESTERLY REAR BOUNDAR Y OF TRACT 8, AS RECORDED IN PEUCA.;'\," STRA,;\''D REPLA T-4, IN ORDER BOOK 29. PAGES 68 TIiROUGH 70, fN COLLIER COUNTY, FLORIDA, nIENCE, S OSdIS'05" E, A DISTANCE OF 35280 FEET, TO A POfl'..'T. THENCE, S ISd04'48" E. A DrST ANCE OF 377.12 FEET. TO A POINT, LYING ALONG THE NORTHEASTERL Y BOUNDARY OF TRACT 21, MARBLE COURT, A SO' COUNTY UTTLITY EASEMENT (CUE), AS RECORDED rN PELICAN STRM"D REPLA T -4, fN ORDER BOOK 29, PAGES 68 THROUGH 70, IN COLLIER COUNTY, FLORIDA THE~CE CONTlNUTNG THE FOLLOWING IS CALLS: CONTrNt.TlNG ALONG TIlE TRACT 21 NORTHERLY TRACT UNE; 5 74dS7'58" W. A DISTANCE OF 92,45 FEET. TO A POINT, THENCE. N 2Jd1S'49" W, A DISTANCE OF 162.48 FEET, TO A POfl'.."T. TIi:E-JCE; S 7ld07'29~ W. A orSTANCE OF 446.88 FEET, TO A POrJ'.lT, THENCE; S 25d2J'3S" E. A DISTANCE OF 159.12 FEET, TO A POll';'T, !RENCE; 5 64dJ6'22~ W, A DISTANCE OF 11.57 FEET, TO A POIl'i"T. lHE..N"CE; AROUND A CURVE TO THE RIGHI'. THROUGH A CENTRAL ANGLE OF 47d20'S3" AN ARC orST ANCE OF 41.32 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S 88d I 6'49" W, A DISTANCE OF 40 IS FEET, TO A POrNY, 11iENCE; AROUND A CURVE TO TIlE LEFT, THROUGH ^ CENTRAL ANGLE OF 127d28'S9" AN ARC DISTANCE OF II J.25 FEET, WITH A RADIUS OF 5000 FEET, A CHORD BEARING OF S 48d12'46" W, A DISTANCE OF 89.68 FEET, TO A POINT, THENCE; S 58d21'ls" W, A DISTANCE OF 82.51 FEET, TO A POINT, lHENCE; S 0Id44'07" E. A DISTANCE OF 20.37 FEET, TO A POINT, TIiENCE; S 19d24'JS" W, A DISTANCE OF 96.78 FEET, TO A POfNT, THENCE; S 18dS4'49" E. A DrST ANCE OF 82.10 FEET, TO A POINT, TIfENCE; N 68d3S'24" E, A DISTANCE OF 640.25 FEET, TO A POINT, THENCE; N 78d38'S7" E, A OrST ANeE OF 200.74 FEET, TO A POINT, THENCE; S 89d07'SO" E, A DISTANCE OF 31.44 FEET, TO A POINT. THENCE; S 48d09'46- E, A DISTANCE OF 193.99 FEET, TO A POINT, LYING ON THE NORTHWESTERLY REAR. BOUNDARY OF TRACT 5, AS RECORDED IN PELICAN STRAND REPLAT-IB, IN ORDER BOOIC 29, PAGES 23 THROUGfl27, IN COLLIER COUNTY. FLORIDA. THENCE; S IldI9'JO. W, A DlSTANCE OF 350.82 FEET, TO A POf2l;,.. TIIENCE; N BJd06'57" W, A OrSTANCE OF 528.64 FEET, TO A POINT, THE.~CE; N 88dS3'S6" W. ^ DISTANCE OF 223.67 FEET, TO A POINT. THENCE; S Old06'04" W. A DISTANCE OF 128.41 FEET. TO A POINT, THENCE; S S7d02')2- E, A DISTANCE OF 54,50 FEET, TO A POINT, LYING ALONG THE NORTHWESTERL Y BOUNDARY OF TRACT 20, ROLI.Il"-iG OAKS COURT, A 50' COUNTY 2- .,._~-_.__._--,- .~.._- "------,._-_...~,. - OR: 2700 PG: ')163 '-1 UTILITY EASE~fENT (CUE), AS RECORDED IN PELICAN STRAND REPLA T -1 B, TN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COUIER COUNTY. FLORlDA, TIIENCE, AROUND A CURVE TO THE LEFT, TIiROUGH A CENTRAL AJ'lGLE OF 160d42'n" AN ARC DlSTANCE OF 140.25 FEET, WITH A RADIUS OF 50,00 FEET, A CHORD BEARING OF S 50d09'12" E, ^ DISTANCE OF 98.59 FEET, TO A POINT, THENCE; AROUND A CURVE TO TIIE RIGHT, THROUGH A CENTRAL ANGLE OF 41 d24'3 5' AN ARC DISTANCE OF 36.14 FEET, WITH A RADrus OF 50,00 FEET. A CHORD BEARING OF N 70dl 1'49" E, A DISTANCE OF )5,36 FEET. TO A POfNT, THENCE. S 89dOS'S4" E, A DISTANCE OF ) 1.10 FEET, TO A POINT, THENCE: AROUND A CURVE TO TIrE RIGHT, THROUGH A CENTRAL ANGLE OF 07<135'59" AN ARC orSTANCE OF 11606 FEET. WITH A RADIUS OF 875.00 FEET, A CHORD BEARING OF S 85dl7'54" E, A DISTANCE OF 115.98 FEET, TO A POINT. THENCE, S S I d29'SS" E, A DfST ANCE OF 53.80 FEET. TO A POfNT, THENCE; S Ild12'07" W. A DISTANCE OF 170.37 FEET, TO A POQ\T, THENCE; S 82d34'23" E. A DISTANCE OF 314,02 FEET, TO A POrNT, THENCE; S 04d58'22" W, A DfSTANCE OF 150,57 FEET, TO A pon,rr, MARKING TIlE COMMON LINE BETWEEN TRACT FD4 AND FD6, AS RECORDED TN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA, TI-IENCE; S 19d26'26" E, A DISTANCE OF 340.52 FEET, TO A POINT. lliENCE; S 71d5S'S8" E. A DrSTANCE Of 272.18 FEET. TO A POINT, THENCE. N S Id54'J4" E, A DISTANCE OF \7903 FEET, TO ^ POINT, THENCE; N 33d48'36" W. A DISTANCE Of 173.68 FEET. TO A POINT. THENCE. N 18d41 '24" W, A DISTANCE OF 61.31 FEET, TO A POINT, THENCE; NORTH, A DISTANCE OF 43.25 FEET, TO A POINT, THENCE; N 13d58'29" E, A DlST ANCE OF 6367 FEET, TO A POINT, TI1ENCE; N 13d43'19" F., A. DTST ANCE OF 780.41 FEET, TO A POINT, LYING ALONG THE WESTERLY RIGHT-OF-WAY OF TRACT 16, STA.1\ID BOULEVARD, A.J,'l80' COUNTY UTILITY EASEMENT (CUE). AS RECORDED TN PEUCAN STRAND REPLAT-IB, IN ORDER BOOK 29. PAGES 23 THROUGH 27. TN COLLIER COUNTY. FLORIDA. FOR.~G mE EASTERLY BOUNDARY OF TRACT FD4. TIlENCE CONTINUING ALONG TIlE WESTERLY RIGffI' -OF-WAY OF TRACT 16. S S7d26'02" E. A DISTANCE OF 156.07 fEET, TO A POINT. TIiENCE; AROUND A CURVE TO THE RlGHT, THROUGH A CENTRAL ANGLE Of S7d26'02" AN ARC DISTANCE OF 451.08 FEET. WITH A RADrus Of 450,00 FEET. A CHORD BEARING OF S 28d43'O I" E, A DISTANCE OF 432.43 FEET, TO A POINT. THENCE. SOUTH. A DISTANCE OF 307.95 FEET, TO A POfNT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 37d22'31" AN ARC DISTANCE OF 195.70 FEET. WITII A RADnJS OF 300.00 FEET. A CHORD BEARING OF S ISd41'lS" E, A DISTANCE OF 192.24 FEET. TO A POINT. l1IENCE. S 37d22'31"E, A DlSTANCE OF 159.92 FEET, TOAPOINf, THENCE; AROUND A CURVE TO THE lUGHl'. nmOUGH A CENTRAL ANGLE OF 48dOO'11" AN ARC DISTANCE Of 401,87 FEET, WIn{ A RADIUS OF 479.66 FEET, A CHORD BEARING OF S 13d22'2S" E. A DISTANCE OF 390,22 FEET, TO A POrNT, BEING THE COMMON LlNE BETWEEN PEUCAN STRAND REPLAT-IB, IN ORDER BOOK 29. PAGES 23 THROUGH 27, rN COLLIER COUNTY, FLORIDA. AND PELICAN STRAND REPLA T -I A. IN ORDER BOOK 28, PAGES 6611IROUGH 69, rN COLLIER COUNTY. FLORIDA. BEING THE SOUTHERN LINE OF TRACT FD4. OF PELICAN STRANO REPL6.T -lB. IN ORDER BOOK 29. PAGES 23 THROUGH 27, IN COLLIER COUNTY. FLORIDA. THE FOLLOWfi'lG THREE CALLS FORM THE SOtJTHERL Y BOUNDARY OF TRACTS FD4 AND FD6. -mENCE; N 76d1 n7" W, A DISTANCE OF 289.84 FEET, TO A POINT. THENCE; N 89d09'52" W, A DISTANCE OF 91293 FEET. TO THE COMMON LINE BETWEEN TRACT FD4 AND FD6 AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 21, IN COLLIER. COUNTY, FLORIDA, THENCE. CONTfN'UING; "3 ",..~-_.-_. _.~_.>,.~~"- --~~. "^. ,,_.. ..-._~".~""-.~~,"~ *** OR: 2700 PG: 2164 *** N RQd09'S2" W. A DIST ANCE OF 1719 74 FEET, RETeJR."'ITNG TO THE SOUTHWEST CORNER OF SECTION 18. TOWNSHIP 48 SOum. RANGE 26 EAST. AND THE POINT OF BEGIN1'o1NG, CONTAINING A COMPUTED AREA OF 4410655 SQUARE FEET OR 102.632 ACRES OF LA.J\1D MORE OR LESS 1 -.------ -~~_." -""-".',-.-.. -"'~"-'" _n___ -'----- OWNER'S AFFIDAVIT (Pelican Strand Replat 7/Tract 7) ST A TE OF FLORIDA COUNTY OF COLLIER On this9-7~ay of January, 2000, before me personally appeared Robert Paul Hardy, as Vice President of THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION, as General Partner of THE STRAND, LTD., a Florida limited partnership, formerly known as PELICAN STRAND, L TD., a Florida limited partnership, owner of property to me personally known (hereinafter" Affiant"), who, being duly sworn on his oath, did say that all of the persons, firms, and corporations, including the general contractor and all subcontractors, who have furnished services, labor or materials according to plans and specifications, or extra items, used in the construction or repair of water and sewer utility facilities on the real estate hereinafter described, have been paid in full and that such work has been fully completed and accepted by the owner. Affiant further says that no claims have been made to the Owner by, nor is any suit now pending on behalf of, any contractor, subcontractor, laborer or materialman, and further that no chattel mortgages or conditional bills of sale have been given or are now outstanding as to the subject utility facilities placed upon or installed in the aforesaid premises. Affiant further says that utility facilities described herein are not included in, encumbered by, or subject to any real property mortgage, chattel mortgage, security agreement, Uniform Commercial Code financing statement, or any other encumbrance except the following: 1. A certain Mortgage from The Strand, Ltd. now held by Credit Suisse First Boston Mortgage Capital, LLC, a Delaware limited liability company, recorded July 6, 1998, in Official Records Book 2437, Page 1791, of the Public Records of Collier County, Florida, as modified. 2. A certain Assignment of Leases and Rents from The Strand, Ltd. in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded in Official Records Book 2437, Page 1834, of the Public Records of Collier County, Florida. 3. A certain UCC-l Financing Statement from The Strand, Ltd. in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded July 6, 1998 in Official Records Book 2437, Page 1848, of the Public Records of Collier County, Florida. Affiant, as and on behalf of the owner of the subject utility facilities, does for valuable consideration hereby agree and guarantee, to hold the Board of County Commissioners of Collier County, Florida, as the governing body of Collier County and as Ex-Officio the Governing Board of the Collier County Water-Sewer District harmless against any lien, claim or suit by any general contractor, subcontractor, mechanic or materialman, and against chattel mortgages, security QBNAP\207062.1 . ----- interests or repair of the subject utility facilities. Affiant is used as singular or plural, as the context requires. The utility facilities referred to herein are located within the real property described in the attached Exhibit "A". THE STRAND, LTD., a Florida limited partnership, (Corporate Seal) By: THE STRAND DEVELOPMENT CORPORA TION OF NAPLES, a Florida corporation, as General Partner, formerly known as PELICAN STRAND DEVELOPMENT CORPORA TION ) '7 ( ~' // /. 2} // i' By: /,1", /' ,// Rq}f6rt Paul Hardy, as 7 V ice President STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and subscribed before me this ;)/tL day of - January, 2000, by Robert Paul Hardy, as Vice President of THE STRAND DEVELOPMENT CORPORA TION OF NAPLES, a Florida corporation, as General Partner of THE STRAND, LTD., a Florida limited partnership, who is personally known to me. (lJ}~7 NOTARY PUBLIC (SEAL) My Commission Expires: ~t name below) . .i1n. ~\ LUkev "''''';". BETH A. WEBER Notary Public fir::. MY COMMISSION # CC 812680 Serial # (if any) ~ .~~ EXPIRES: February 28, 2003 ',';,;,.....~,l Bonded Thru Notary Public Underwriters ~ . ~t. 0'- t='~, ~~.. >'JIII'\\' " QBNAP\207062.1 -2- EXIUBIT "A" CERTAIN TRACTS OF LAND DESIGNATED AS PELICAN STRAND REPLAT-7 TRACT 7, TRACT FD4, TRACT FD6. AND PORTIONS OF TRACT 9 AND TRACT 21 OF PELICAN STRAND REPLA T- IB, AS RECORDED IN PLAT BOOK 29, PAGES 23 THROUGH 27 AND PELICAN STRAND REPLAT-5, AS RECORDED IN PLAT BOOK 31, PAGES 2 THROUGH 4; SAID TRACTS OF LAND LYING IN SECTIONS 18 AND 19, OF TOWNSHIP 48 SOUTH.. RANGE 26 EAST. COLLIER COUNTY. FLORIDA' BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 48 SOUTH, RANGE 26 EAST, TIlENCE; N OOdJ4'OO" E, A DISTANCE OF 134263 FEET, TO A POINT, LYING ON THE WESTERLY SECTION 18 LINE, TIlENCE CONTINUNG', N OOdJ4'OO~ E. A DISTANCE OF 83445 FEET, TO A POrNI, BEING TIlE SOt.JmWEST COR.'iER OF TRACT 24, A GOLF COURSE, DR.AINAGE AND LANDSCAPE BUFFER EASEMENT, AS RECORDED IN PELICAN STRAND REPLAT-5. IN ORDER BOOK 31, PAGES 2 THROUGH 4. [N COLLIER COm.'TY, FLORIDA. THENCE; S 89d26:00" E. A DISTANCE OF 2500 FEET, TO A POINT. L YfNG ALONG TIlE WESlERL Y BOuNDAR Y OF TRACf 22, ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT. AND A SO' WIDE RIGHT -OF.W A Y, AS RECORDED IN PELICAN STRAND REPLA T- S, IN ORDER. BOOK 31. PAGES 2 THROUGH 4, IN COLLIER COUNTY. FLORIDA THENCE; S OOd34'OO" W. A DISTANCE OF 72.91 FEET, TO A POINT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2Sd16'42~ AN ARC DISTANCE OF 231.62 FEET, WlTIf A RADIUS OF 525,00 FEET, A CHORD BEARING OF S 12d04'2t" E. A DISTANCE OF 229,75 FEET. TO A POlNT, BEING THE NORrnEAST CORNER Of TRACT 26. AS RECORDED IN PELICAN STRAND REPLAT-S. TN ORDER BOOK 31, PAGES 2 THROUGH 4, IN COllIER COUNTY, FLORIDA, TIlENCE CONTINUING THE FOllOWING TIntEE CALLS; S 63d06.18~ W. A DISTANCE OF 40,38 FEET, TO A POr.-rr. J1i:ENCE; S 26dS3'42" E. A DISTANCE OF 40.00 FEET, TO A POINT, TIlENCE; N 63d06'IS" E, A DISTANCE OF 40.38 FEET, TO A POINf, RETURNING TO THE WESTERLY BOUNDARY OF TRACT 22. ASHFORD LANE, A SO' DRAINAGE, ACCESS AND UTILITY EASEMENT, AND A SO' WIDE RIGHf -OF-W ^ Y, AS RECORDED IN PELICAN STRAND REPlA T- S, IN ORDER BOOK 31, PAGES 1 TIfROUGH 4, IN COLLIER COUNTY, FLORIDA. THENCE; AROUND A CURVE TO tHE LEFT. nIROUGH A CENTRAL ANGLE OF 12d56'S7. AN ARC DISTANCE OF 118.65 FEET, W1TH A RADIUS OF 525.00 FEET, A CHORD BEARING OF S 35d33'10" E. A DlSTANCE OF 118.40 FEET, TO A POINT. THENCE AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 93d36'40"' AN ARC DISTANCE OF 73.52 FEET, wrm A RADIUS OF 45.00 FEET, A CHORD BEARING Of N 09d59'3T E, A DISTANCE OF 65.61 FEET, TO A POINT, THENCE; AROUND A CURVE TO lHE RIGHT, nmOUGH A CENTRAL ANGLE OF 37d43'03" AN ARC DISTANCE OF 312.69 FEET, wrrn A RADIUS OF 475.00 FEET, A CHORD BEARING OF N 18d1T32" W, A DISTANCE OF 307,08 FEET, TO A POINT, TIiENCE: N OOdJ4'OO" E. A DISTANCE OF 72.91 fEET, TO A POINT, THENCE~ AROUND A CtJR. VE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 76d2T46" AN ARC DISTANCE OF 213.52 FEET. WIlH A RADrus OF 160.00 FEET, ^' CHORD BEARING OF N 38d4752" E, A DISTANCE OF 198.oJ fEET, TO A POrNT, THENCE; N 77dO 1'45" E.. A DISTANCE OF 53 54 FEET. TO A POINT, THENCE~ AROUND A CURVE TO THE RlGHf, THROUGH A CENTRAL ANGLE OF 18d43'J6~ AN ARC DISTANCE OF 9$,GS .reET. wtlH A RADIUS OF 300.00 FEET, A CHORD BEARING OF N 86d23'J3~ E, A DISTANCE OF 97.62 FEET, TO A POINT, TIiENCE; S 84d14'39~ E. A DISTANCE OF 11072 FEET, TO A POINT. THENCE; AROUND A CURVE TO TIlE LEFT. THROUGH A CENTRAL ANGLE OF 12dt2'OO~ AN ARC DISTANCE OF 74,S) FEET. WITH A RADrus OF 350.00 FEET, I ---_.,,-----',.. ~ A CHORD BEARING OF N 89dJ9'21" E. A DISTAN'CE OF 74.38 FEET, TO A POfNT. THENCE; 1'.' 8JdJ3'21" E. A DrSTANCE OF 222.S4 FEET, TO A POrNT, THENCE; AROUND A CURVE TO THE LEFT, TIiROUGH A CENTRAL ANGLE OF Ild34'13" AN ARC DISTANCE OF 80,78 FEET, WITH A RADIUS OF 400.00 FEET, A CHORD BEARING OF N 77d46'1 5" E, A DISTANCE OF 80,64 FEET, TO A POINT, THENCE, N 71dS9'08" E, A DISTANCE OF 83.79 FEET, TO A POINT, THENCE. AROUNl) A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF OSd56'OI" A.,"l ARC DrST ANCE OF 49,19 FEET, WIlli ^ RADIUS OF 475 00 FEET, A CHORD BEARING OF N 74dS7'OS" E, A DISTANCE OF 49,11 FEET, TO A POI)..'T, THENCE; N 17dSS'09" E, A DISTANCE OF 79,23 FEET, TO A POTh'T, THENCE: A..RO~"'O A CURVE TO THE RIGHT, THROUGH A CE!\'TRAL A.\[GLE OF 18d59'Or A..'J ARC OrSTANCE OF 1 S1,39 FEET, WITH A RADrus OF 47$,00 FEET, A CHORD BEARING OF N 81d24'42" E, A DISTANCE OF 156,61 FEET, TO A POli'<T, THENCE; S 83dOS'45" E. A DISTANCE OF 51.68 FEET, TO A POINT, THENCE; ARO(J7\,'D A CUR VE TO THE LEFT, THROUGH A CENTRAL A.'\'GLE OF 18d59'JO" A. 'I ARC DISTANCE OF 82 87 FEET, WIm A R.WIUS OF 2S0 00 FEET, A CHORD BEARING OF N 87d24'30" E, A DIST AN'CE OF 82.49 fEET, TO A POINT, THENCE; N 77d54'45" E, A DISTANCE OF 16S,64 FEET, TO A POTNT, L YlNG ON l1fE WESTERLY REAR BOUNDARY OF TRACT 8, AS RECORDED IN PEUCA,;'i STRA.:"m REPLAT-4, IN ORDER BOOK 19. PAGES 68 TIfROUGH 70, IN COLLIER COUNTY, FLORIDA, TIiE.NCE; S OSdI5'OS" E, A DISTANCE OF 35280 FEET, TO A PO{1l.'T, THENCE, S 1 Sd04'48" E, A DISTANCE OF 377.IZ FEET, TO A POINT, LYING ALONG THE NORTHEASTERL Y BOUNDARY OF TRACT ZI. MARBLE COli"RT, A SO' COUNTY UTrLrrv EASEMENT (CUE), AS RECORDED fN PELICAN STR.A1-.D REPLA T -4, IN ORDER BOOK 29, PAGES 68 THROUGH 70, IN COllIER COUNTY, FLORIDA TIiENCE CONTINUING THE FOLLOWING 1 S CAllS: CONTINUING ALONG TIrE nACT 21 NORTHERLY TRACT LINE; S 74dS7'S8" W. A DISTANCE OF 9245 FEET. TO A POINT, TIfENCE; N 2JdJS'49" W. A DISTANCE OF 162.48 FEET, TO A POTh"T, lliE'lCE; S 71d07'29" W, A DISTANCE OF 446.88 FEET, TO A POfl\4I, THENCE; S 2Sd2J'38" E. A DrSTANCE OF J59.12 FEET, TO A POfl\4I, TIlEN'CE; S 64dJ6'22" W, A DIST A.NCE OF 11.57 FEET, TO A PO~I, THE.1\iCE; AROUND A CURVE TO THE RIGHT, rnROUGH A CENTRAL ANGLE OF 47d20'S3" AN ARC DISTANCE OF 41.32 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S 88d I 6'49" W. A DISTANCE OF 40,15 FEET, TO A POrNT, THENCE; AROur-.'D A CURVE TO TIlE LEFT, llfROUGH A CENTRAL ANGLE OF 127d2S'S9" AN ARC DISTANCE OF 111.25 FEET, wrrn ARADruS OF 5000 FEET, A CHORD BEARlNG OF S 48d12'46" W, A DISTANCE OF 89.68 FEET. TO A POINT. THENCE; S S8d2 I'IS" W, A DISTANCE OF 82.S1 FEET. TO A POINT, THENCE~ S 0Id44'07" E. A DISTANCE OF 20.J7FEET, TO A POINT. llfENCE; S 19d24"35" W, A DISTANCE OF 96.78 FEET. TO A POINT, THENCE; S 18dS4'49" E. A DISTANCE OF 82.10 FEET, TO A POINT, TIiENCE; N 68d3S'24" E, A DISTANCE OF 640.25 FEET, TO A POlNT, THENCE; N 78d38'S7" E, A DISTANCE OF 200.74 fEET, TO A POINT, THENCE; S 89d01'SO" E, A DISTANCE Of 31,44 FEET. TO A POINT. THENCE; S 48d09'46"E, A DISTANCE OF 193.99 FEET, TO A POINT, LYING ON THE NORTHWESTERLY REAR BOUNDARY OF TRACT S, AS RECORDED IN PELICAN STRAND REPLA T -lB. IN ORDER BOOK 29, PAGES 23 THROUGH 21, IN COLLIER COUNTY. FLORIDA. THENCE; S IldI9'JO" W, A DISTANCE OF 350,82 FEET, TO A POf1l;'1', lHENCE; N 83d06'51" W, A D[STANCE OF 528.64 FEET, TO A POINT. THE.'II(CE; N 88dS3'S6" W. A DISTANCE OF 223,67 FEET. TO A POINT. THENCE; S 01d06'04" W, ^ DISTANCE OF 128.41 FEET, TO ^ POINT, 1HENCE; S S7d02'J2" E.. A OIST ANCE OF 54. SO FEET, TO A POINT, LYING ALONG THE NORTHWESTERL Y BOUNDARY OF TRACT 20, ROlLING OAKS COURT. ^ 50' COUNTY 2- ---- UTILITY EASE~fENT (CUE), AS RECORDED IN PELICAN STRAND REPLAT-IB. IN ORDER BOOK 29, PAGES 23 TIiROUGH 21. IN COLLIER COUNTY. FLORlDA, TIlENCE, AROUND A CURVE TO THE LEFT. THROUGH A CENTRAL ANGLE OF 160d42'Jr AN ARC O[STANCE OF 140.25 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S SOd09'12" E, ^ DlST ANCE OF 98.59 FEET. TO A POrNT, THENCE; AROUND ^ CURVE TO TIlE RIGHT, THROUGH A CENTRAL ANGLE OF 41d24'JS" AN ARC DISTANCE OF 36.14 FEET, WITH A RADIUS OF SO,OO FEET. A CHORD BEARING OF N 70dl1'49" E, A orSTANCE OF 35.36 FEET. TO A POTNT, THENCE. S 89dOS'S4" E. A DISTANCE OF J 1.10 FEET. TO A POINT, THENCE: AROUND A CURVE TO THE RlGHT. THROUGH A CENTRAL ANGLE OF 07dJ5'S9" AN ARC DlST ANCE OF 11606 FEET, WITH A RADIUS OF 87S,OO FEET, A CHORD BEARING OF S 85d 17'S4" E, A DISTANCE OF 115.98 FEET, TO A POINT. THENCE. S S 1 d29'S5" E. A orST M>lCE OF 53,80 FEET. TO A POfl'IT, THENCE; S 11d12'07" W, A DISTANCE OF 170.37 FEET, TO A POfi',T, THENCE; S 82d34'23" E, A DISTANCE OF 314.02 FEET, TO A POINT, THENCE; S 04d5S'22" W. A DISTANCE OF 150.57 FEET, TO A POfNT, MARKING TIrE COMMON LINE BETWEEN TRACT FD4 AND FD6, AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA, THENCE; S 19d26'26" E, A DISTANCE Of 340.52 FEET, TO A POINT, THENCE; S 71d55'SS" E. A DISTANCE OF 272.18 FEET, TO A POINT. THENCE. N Std54'34"E, A DISTANCE OF 17903 FEET, TO A POINT, THENCE; N 33d4S'36" W. A DISTANCE OF 173.68 FEET. TO A POINT. THENCE. N 18d41'24" W. A DISTANCE OF 61.31 FEET, TO A POINT, Tf{E.'1CE; NORTH, A DISTANCE OF 43.15 FEET. TO A POrNT, THENCE; N 13d58'29" E, A D[ST ANCE OF 63,67 FEET, TO A POfNT, l11ENCE; N 13d43'19" F., A DT5T ANCE OF 780.41 FEET, TO A POINT, LYING ALONG THF. WESTERLY RIGHT -OF-WAY OF TRACT 16, ST A.ND BOULEV ARD, A.J.~ 80' COUNTY UTILITY EASEMENT (CUE), AS RECORDED IN PEUCAN STRAND REPLA T -IB, IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COU-IER COUNTY. FLORIDA. fOR.'vffi'lG THE EASTERLY BOUNDARY OF TRACT FD4. lHENCE CONTINUING ALONG tHE WESTERLY RIGHT -OF-WAY OF TRACT 16; S S7d26'02" E. A DlST ANCE OF 156.07 FEET, TO A POINT. 11iENCE; AROUND A CURVE TO THE RlGHT, THROUGH A CE1'ITRAL ANGLE OF S1d26'Or AN ARC DISTANCE OF 4S 1.08 FEET. WITH A RADrus OF 450,00 FEET. A CHORD BEARING OF S 28d43'O I" E. A DISTANCE OF 432.43 FEET, TO A POINT. THENCE. SOUTH. A DISTANCE OF 307.95 FEET, TO A POn-rr, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 37d22'31" AN ARC DISTANCE OF 195.70 FEET. WITIi A RADIUS OF 300.00 fEET. ACHORD BEARING OF S 18d41'IS" E, A DISTANCE OF 192.24 FEET, TO APOlNT. THENCE. S 31d22'31" E. A Dl5TANCE Of 159.92 fEET, TO A POINT, lHENCE; AROUND A CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF 4SdOO'11" AN AltC DISTANCE Of 401.87 FEET. wrm AllADnJS OF 479.66 FEET, A CHORD BEARING OF S 13d22'2S" E. A DI5T .\NCE OF 39022 FEET, TO A POINT, BErNG THE COMMON LINE BETWEEN PEUCAN STRAND REPLAT-IB, IN ORDER. BOOK 29. PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA.. AND PELICAN STRAND REPLAT-IA.. IN ORDER BOOK 28, PAGES 661HROUGH 69, IN COLLIER COUNTY, FLORIDA, BEING THE SOurHERN LINE OF TRACT FD4. OF PELICAN STRAND REPLAT -IB, IN ORDER BOOK 29. PAGES 23 THROUGH 27, IN COLLIER COUNTY, FLORIDA. 1HE FOLLOWING THREE CALLS FORM THE SOUTHERLY BOUNDARY OF TRACTS FD4 AND FD6, ThlENCE; N 76<111'21" W, A DISTANCE OF 289.84 FEET, TO A POINT.1HENCE; N 89d09'52" W, A DlST ANCE OF 91293 FEET. TO TIlE COMMON LINE BETWEEN TRACT FD4 AND FD6 AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 27, IN COLLIER. COUNTY. FLORIDA, THENCE. CONTTNUING; '3 -_.". --.-...----.- . , - N B9d09'52" W, A DlST ANCE OF t 71974 FEET, RETUR."'I1NG TO THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 48 SOtITH. RANGE 26 EAST, AND THE POINT OF BEGINNING. CONTAINING A COMPUTED AREA OF 4470655 SQUARE FEET OR 102.632 ACRES OF LA.\JD MORE OR LESS tt -.. ,.. . ._.- ----... Form 5-(Plat) Rev./Ord.97-17 ATTORNEY'S AFFIDAVIT REGARDING THE PLAT OF PELICAN STRAND, REPLAT 7/TRACT 7 STATE OF FLORIDA COUNTY OF COLLIER BEFORE ME, the undersigned authority, personally on thi~day of January, 2000, appeared LEO J. SALVA TORI, who to me is well known, and having been sworn and under oath, desposes and states: 1. My name is LEO J. SALVATORI. I am over the age of twenty-one (21) years, and otherwise sui juris, and have personal knowledge of the facts contained herein. 2. I am a licensed attorney, Florida Bar #303100, authorized to practice in the State of Florida. My business address is: 4501 North Tamiami Trail, #300, Naples, Florida 34103. My business telephone number is: (941) 262-5959. My business mailing address is: 4501 North Tamiami Trail, #300, Naples, Florida 34103. 3. This Affidavit is given as an inducement to the Board of County Commissioners of Collier County, Florida, as the Governing Body of Collier County to accept the submission of the subdivision plat with regard to the real property described in the attached Exhibit "A", which is incorporated herein by reference, said land being located in Collier County, Florida. 4. The Affiant has examined record title information to the real property referenced in this affidavit through January 13, 2000, including but not limited to, information requested from the Florida Secretary of State relative to any Uniform Commercial Code financing statements. 5. The record owner of the real property described herein is THE STRAND, L TD. , a Florida limited partnership, formerly known as PELICAN STRAND, LTD. (hereinafter "Owner"). The Owner acquired record title to the subject real property by instruments recorded at Official Records Book 2117,. Pa~e~, 654 and 657, of th:J:!liC Records of Collier County, Flonda,atw..Jied h.....lu d., EJd.llnt Y . -- Mt fl..(/4 _ 6. The Affiant has examined the partnership information for THE STRAND, L TD. , a Florida limited partnership, and is of the opinion that the same is current and active within the State of Florida, and is currently authorized to do business in the State of Florida. 7. The sole general partner of THE STRAND, L TD. is The Strand Development Corporation of Naples, a Florida corporation, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION. The undersigned has reviewed corporate information for said corporation, and is of the opinion that it is duly organized under the laws of the State of Florida, and is authorized to execute documents on behalf of the partnership. 8. The Vice President of The Strand Development Corporation of Naples is Robert Paul Hardy, who possesses due power and authority to execute documents on behalf of said corporation. In said capacity, Robert Paul Hardy also has the power and authority to execute documents on behalf of The Strand Development Corporation of Naples, in its capacity as general partner for THE STRAND, L TD. QBNAP\207011.1 n._~.._ 9. The subject real property is encumbered of record by the following: a) A certain Mortgage from The Strand, Ltd., f1k/a Pelican Strand, Ltd., now held by Credit Suisse First Boston Mortgage Capital, LLC, a Delaware limited liability company, recorded July 6, 1998, in Official Records Book 2437, Page 1791, of the Public Records of Collier County, Florida, as modified; b) A certain Assignment of Leases and Rents from The Strand, Ltd., f/k/a Pelican Strand, Ltd., in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded in Official Records Book 2437, Page 1834, of the Public Records of Collier County, Florida; c) A certain UCC-1 Financing Statement from The Strand, Ltd., f/k/a Pelican Strand, Ltd., in favor of Credit Suisse First Boston Mortgage Capital, LLC, recorded July 6, 1998 in Official Records Book 2437, Page 1848, of the Public Records of Collier County, Florida. ST A TE OF FLORIDA COUNTY OF COLLIER , ~A- SUBSCRIBED AND SWORN to before me thi if day of Jan ry; 2000, by Leo J. Salvatori, who is personally known to me. --t~~ (SEAL) Prepared by: ....../oj;. =-Om.lNA L MODUGNO i:~r:~ M'1' COMUISS10N # cc 853142 Leo J. Salvatori, Esquire r~ .'Jf Hi;IRES i'.uQusI18, 2003 %~ .(/$"'/ -""ded 'om No'.ary Public Und8Mmers QUARLES & BRADY LLP ...., 'Rf.~'\"" D. ,. - 4501 North Tamiami Trail, #300 Naples, Florida 34103 QBNAP\207011,l E{HIBIT "1\" CERTAIN TRACTS OF LAND DEsrGNATED AS PELICAN STRA.ND REPLAT-7 TRACT 7. TRACT FD4. TRACT FD6. AND PORTIONS OF TRACT 9 AND TRACT 22 OF PELICAN STRAND REPLA T- IB, AS RECORDED IN PLAT BOOK 29. PAGES 23 THROUGH 27 AND PELICAN STRAND REPLAT-5, AS RECORDED fN PLAT BOOK 31. PAGES 2 THROUGH 4; SAlD TRACTS OF LAND LYING rN SECTIONS 18 AND 19, OF TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLIER COUNTY, FLORIDA' BEING MORE PARTICULARl... Y BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 18. TOWNSHIP 48 SOUTH, RANGE 26 EAST. TIlENCE; N OOd34'OO" E, A O[ST ANCE OF 134263 FEET. TO A POINT, LYING ON THE WESTERLY SECTION 18 LINE, TIIENCE CONTIN1..JNG', N 00dJ4'OO- E, A DISTANCE OF 83445 FEET. TO A POINT. BEING TIlE SOUTHWEST COR.I~.jER OF TRACT 24. A GOlf COURSE, DRAINAGE AND LANDSCAPE BUFFER EASEMENT. AS RECORDED rN PELICAN STRAND REPLAT-S, IN ORDER BOOK 31, PAGES 2 THROUGH 4. rN COLLIER COm.TY, FLORIDA, THENCE; S 89d26:00" E. A DISTANCE OF 2500 FEET, TO A POINT, L VING ALONG TIIE WESTERLY BOUNDAR Y OF TRACT 22, ASHFORD LANE, A 50' DRAINAGE, ACCESS AND UTILITY EASEMENT. AND A 50' WIDE RlGHT -OF-WAY, AS RECORDED IN PELICAN STRAND REPLA T- 5, IN ORDER BOOK 31. PAGES 2 THROUGH 4. IN COLLIER COUNTY, FLORIDA THENCE; S OOd34'OO" W. A DISTANCE OF 72.91 FEET, TO A POINT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 25d16'42" AN ARC DISTANCE OF 231.62 FEET, WlTII A RADIUS OF 525.00 FEET. A CHORD BEARING OF S 12d04'21" E. A DISTANCE OF 229,75 FEET. TO A POINT, BEING THE NORTIffiAST CORNER OF TRACT 26. AS RECORDED IN PELICAN STRAND REPLAT.5. fN ORDER BOOK 31, PAGES 2 TIlROUGH 4, IN COLLIER COUNTY, FLORIDA, THENCE CONTINUING THE FOLLOWING rnREE CALLS; S 63d06'lS- W. A DISTANCE OF 40,38 FEET, TO A POM. THENCE; S 26dS3'42" E. A DISTANCE OF 40.00 FEET, TO A POINT, nrENCE; N 63d06') 8" E, A DJST ANCE OF 40.38 FEET, TO A POINT, RETURNING TO THE WESTERLY BOUNDARY OF TRACT 21.. ASHFORD LANE. A SO' DRAINAGE. ACCESS AND UTILITY EASEMENT, AND A 50' WIDE RIGHT -OF-WAY, AS P-ECORDED IN PELICAN STRAND REPLA T. 5, IN ORDER BOOK 31, PAGES 2 lHROUGH 4, IN COLLIER COUNTY, FLORIDA, THENCE: AROUND A CURVE TO THE LEFT, m:ROUGH A CENTRAL ANGLE OF 12dS6'S7" AN ARC DISTANCE OF 1 18.65 FEET, WITH A RADIUS OF 525.00 FEET, A CHORD BEARING OF S 3Sd33'lO" E. A DISTANCE OF 118.40 fEET, TO A POINT. 11iENCE AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE Of 93d36'40" AN ARC DISTANCE OF 73.52 FEET, WI1H A RADIUS OF 4S.oo FEET. A CHORD BEARING Of N 09dS9'31" E, A DI5T ANCE OF 65.61 FEET, TO A PONt', THENCE; AROUND A CURVE TO mE RIGHT, TIiROUGH A CENTRAL ANGLE OF 37d43'03" AN ARC DISTANCE OF 312.69 FEET, WJTI{ A RADIUS OF 475.00 FEET. A CHORD BEARING OFN ISdl7'32" w. A DISTANCE OF 301.08 FEET. TO A POINT, THENCE: N ood34'OO" E, A DISTANCE OF n.91 FEET, TO A POINT, THENCE; AROUND A COR. VE TO TIlE RIGHT, THROUGH A CENTRAL ANGLE OF 76d27'46" AN MC DISTANCE OF 213.52 FEET, WlTH A RADrus OF 160.00 FEET. A CHORD BEA.R.tNG OF N 38d47'S2" E, A DISTANCE OF 198,03 FEET, TO A POINT, THENCE; N 77dO 1'45" E. A DISTANCE OF S3.54 FEET. TO A POINT, 1HENCE~ AROUND A CURVE TO THE RIGHT, U1ROUGH A CENTRAL ANGLE Of 18d43'J6" AN' ARC DISTANCE OF 9$45 nET. WIlli A RADrus OF 300.00 FEET. A CHORD BEARING OF N 86d23'33" E, A DI5T ANCE OF 91.62 FEET, TO A POINT, TIiENCE. S 84d14'39- E, A orSTANCE OF 11072 FEET, TO A POINT. THENCE; AROUND A CURVE TO THE LEFT, lliROUGH A CENTRAL ANGLE OF 12d12'oo" AN MC DISTANCE OF 74.53 FEET. WITH A RADIUS OF 350.00 FEET, I "--"'-.--.--..-- -_...,,- --.._- ^ A CHORD BEARING OF N 89<139'21" E, A DISTANCE OF 74,38 FEET, TO A POrNT, THENCE; 1': 8JdJJ'21" E, A DISTANCE OF 222.54 FEET, TO A POrNT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENrRAL ANGLE OF Ild34'13" AN ARC orSTANCE OF 80,78 FEET. WTlH A RADIUS OF 400.00 FEET, A CHORD BEARING OF N 77d46'IS" E, A DISTANCE OF 8064 FEET, TO A POINT. THENCE, N 71dS9'08" E, A DISTANCE OF 83.79 FEET. TO A POINT, THENCE, AROUND A CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF 05d56'OI" A,,"J ARC DrSTANCE OF 49,19 FEET, Willi A RADJUS OF 47500 FEET, A CHORD BEARING OF N 74dS7'OS" E, A DrST ANCE OF 49,17 fEET, TO A POr,..,T"f, THENCE; N 77dSS'09" 1:. A DISTANCE OF 79,23 FEET, TO A PorNT, THENCE: AROUl';O A CURVE TO THE RlGHT:THROUGH A CE1\IRAL A.\lGlE OF ISd59'07" A,,"J ARC DISTANCE OF IS1,39 FEET, WITH A RADWS OF 475,00 FEET, A. CHORD BEARlNG OF N 87d24'42" E, A DlST ANCE OF 156,67 FEET, TO A POINT, THENCE: S 8JdOS'4S" E. A DISTANCE OF 51.68 FEET, TO A POfNT, lHENCE; AROlJ]\'D A CUR VE TO THE LEFT, THROUGH A CENTRAL A:'iGLE OF 18d59'30" A."J ARC DlSTANCE OF 8287 FEET. Willi A RADWS OF 250 00 FEET, A CHORD BEARING OF N 87d24')O" E. A DrST ANCE OF 82.49 FEET, TO A POINT, THENCE, N 77d54'4S" E, A DISTANCE OF 165.64 FEET, TO A POfNT, L YlNG ON 11fE WESTERLY REAR BOUNDARY OF TRACT 8, AS RECORDED IN PEUCA.'," STRA.:"'D REPLAT-4, IN ORDER BOOK 29. PAGES 68 nrn.OUGH 10, IN COLLIER COUNTY, FLORIDA. TIiE..~CE; S 08dIS'OS" E, A DISTANCE OF 35280 fEET, TO A POf?l,'T. THENCE, S 1 5d04'4S" E, A DISTANCE OF 371,12 FEET, TO A POINT, LYING ALONG TIlE NORTHEASTERL Y BOUNDARY OF TRACT 21. MARBLE COURT, A SO' COUNTY UTILITY EASEMENT (CUE), AS RECORDED rN PELICAN STRA]o.U REPLA T -4, TN ORDER BOOK 29, PAGES 68 THROUGH 70, IN COllIER COUNTY, FLORIDA TIiENCE CONTlNUTNG THE FOLLOWING 15 CALLS: CONTINUING ALONG mE TRACT 21 NORTHERLY TRACT LINE; S 14dS7'S8" W. A DISTANCE OF 92,45 FEET, TO A POINT, TIIENCE; N 2Jd1S'49" W, A DISTANCE OF 162.48 FEET, TO A POn-."T, 11iE?'olCE; S 11d07'29M W. A DISTANCE OF 446.88 FEET, TO A POJ1'll"T, THENCE; S 2Sd2J'J8" E. A DISTANCE OF 159.12 FEET, TO A POJ1'll"T, 'THENCE; 5 64dJ6'Zr W, A DISTANCE OF 11.57 FEET, TO A POll'-/T, TIiE..l\;CE; AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 47d20'S3" AN ARC DISTANCE OF 41.32 FEET, WITH A RADIUS OF 50.00 FEET, A CHORD BEARING OF S 88d 16'49" W, A DISTANCE OF 40. IS FEET, TO A POlNT. TIiENCE; AROUND A CUR.VE TO 1lfE LEFT, TIiROUGH ^ CENTRAL ANGLE Of 121d28'59" AN ARC DISTANCE Of 1 J 1.25 FEET, wmI ARADruS OF 50,00 FEET, A CHORD BEARING OF S 48dI2'46" W, A DISTANCE OF 89.68 FEET, TO A POINT, THENCE; S S8d21'1S" W, A DISTANCE OF 82.5J FEET. TO A POINT, nmNCE; S 0Id44'07" E. A DJSTANCE OF 20.J7FEET, TO A POINT, THENCE; S I 9d24'3S" W, A DISTANCE OF 96.78 FEET, TO A POINT, TRENCE; S 18d54'49" E, A DrST ANCE OF 82.10 FEET, TO A POINT, THENCE; N 68d3S'24" E, A DISTANCE OF 640.25 FEET, TO A POINT, TIiENCE; N 78d38'S1" E. A DlST ANCE OF 200.74 FEET, TO A POINT. THENCE: S 89d07'SO" E, A DISTANCE OF 31.44 FEET, TO A POINT. nmNCE; S 48d09'46" E. A DISTANCE OF 193.99 FEET, TO A POINT. LYING ON THE NOR.THWESTERLY REAR BOUNDARY OF TRACT 5. AS RECORDED IN PELICAN STRAND REPLAT-IB, IN ORDER BOOK 29. PAGES 23 THROUGH 21, IN COLLIER COUNTY, FLORIDA. THENCE; S I IdI9'JO" W, A DISTANCE OF 350.82 FEET, TO A POn..i, TIiENCE; N 83d06'S1" W, A DrSTANCE Of 528.64 FEET, TO A POM, THE.lIlCE; N 88d53'56" W. A DISTANCE Of 223.67 FEET, TO A POINT, THENCE; S 01d06'04" W. A DISTANCE OF 128.41 FEET, TO A POINT, lHENCE; S S7d02'J2" E. A DISTANCE OF 54.50 FEET, TO A POINT. LYING ALONG THE NORTHWESTERL Y BOUNDARY OF TRACT 20, ROLLING OAKS COURT. A 50' COUNTY 2- ----..--...... -,-_.,-- _._-,,-- . UTILITY EASEMENT (CUE), AS RECORDED IN PELlCAN STRAND REPLA T -I B, rN ORDER BOOK 29, PAGES 23 THROUGH 27, IN COLLIER COUNTY, FLORlDA, TIlENCE, AROUND A CURVE TO THE LEFT, TIiROUGH A CENTRAL ANGLE OF 160d42'3r AN ARC orSTANCE OF 140.25 FEET, WITH A RADnJS OF 50.00 FEET. A CHORD BEARING OF S SOd09'lr E, ^ DISTANCE OF 98.59 FEET, TO A POINT, THENCE; AROUND ^ CURVE TO THE RlGlIT, lliROUGH ^ CENfRAL ANGLE OF 41d24'3S" AN ARC OIST ANCE OF 36.14 FEET, WITH A RADIUS OF 50.00 FEET. A CHORD BEARING OF N 70d11'49" E, A orSTANCE OF 35.36 FEET. TO A POINT, TI1ENCE. S 89dOS'S4" E, A DTST ANCE OF 31.10 FEET, TO A POINT, THENCE; AROUND ^ CURVE TO TIlE RIGID, THROUGH A CENTRAL ANGLE OF 07dJS'S9" AN ARC orSTANCE OF 11606 FEET, WITH A RADIUS OF 815.00 FEET. A CHORD BEARING OF S 85d 17'54" E, A DISTANCE OF 115.98 FEET, TO A POM. THENCE. S Sld29'SS" E, A DISTANCE OF 53.80 FEET, TO A POTNT. THENCE; S 11d12'07" W, A DISTANCE OF 170.37 FEET, TO A POJ]\"T, THENCE; S g2d34'23" E. A DISTANCE OF 314.02 FEET, TO A POINT, THENCE; S 04dSS'22" W, A DrST ANCE OF 150,57 FEET, TO A POn-.'T, MARKING THE COMMON LINE BETWEEN TRACT FD4 AND FD6, AS RECORDED IN ORDER BOOK 29, PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA, TI-IENCE; S 19d26'26" E. A DISTANCE OF 340.51 FEET, TO A POINT. TIiENCE; S 71d5S'SS" E, A DISTANCE Of 272.18 FEET. TO A POINT. 1liENCE, N Sld54')4" E, A DISTANCE OF 11903 FEET, TO A POINT, THENCE; N 33d4S'36" W. A DISTANCE OF 173.68 FEET. TO A POINT. TIiENCE. N 18d41'24" W. A DISTANCE OF 61.31 FEET, TO A POINT, THENCE; NORTH. A orST ANCE OF 43.25 FEET, TO A POrN!, THENCE; N 13dS8'29" E, A orST ANeE OF 63,67 FEET, TO A POrNT, lHENCE; N 13d4]'t 9" F., A DISTANCE OF 780,41 FEET, TO A POINT, LYING ALONG THF. WESTERLY RIGHT -OF-WAY OF TRACT 16, ST A.ND BOULEVARD, Ai.'l80' COUNTY UfILITY EASEMENT (CUE), AS RECORDED IN PEUCAj'1 STRAND REPLAT-IB, IN ORDER BOOK 29. PAGES 23 THROUGH 27. IN COLLIER COUNTY, FLORIDA. fOR.."-fiNG mE EASTERLY BOUNDARY OF TRACT FD4. THENCE CONTINUING ALONG nm WESTERLY IUGH! -OF-WAY OF TRACT 16, S S7d26'02" E, A DISTANCE OF 156.07 FEET, TO A POINT. TIiENCE; AROUND A CURVE TO THE RlGHT, THROUGH A CENTRAL ANGLE OF S7d26'or AN ARC orSTANCEOF 4S1.08 FEET, WITH A RADIUS OF 450,00 FEET, A CHORD BEAlUNG OF S 28d43'OI" E. A orST ANCE OF 432.43 FEET, TO A POINT. THENCE; SOUTH. A DISTANCE Of 307.95 FEET, TO A POrNT, THENCE; AROUND A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 37d22'31" AN ARC DlST ANCE OF 195.70 FEET, WITH A RADIUS OF 300.00 FEET. A CHORD BEARING OF S 18d41'1S" E, A DISTANCE OF 192.24 FEET, TO A POINT. THENCE. S 3 7d22'31" E, A DISTANCE Of 159.91 FEET, TO A POINT. 1lIENCE~ AROUND A CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF 48dOO'II" AN ARC DISTANCE Of 401.87 FEET, wrm A RADIUS OF 479.66 FEET, A CHORD BEARING OF S 13d11'1S" E, A D1ST /\NCE OF 390,22 FEET, TO A POINT, BEING THE COMMON LINE BETWEEN PEUCAN STRAND REPLAT-IB,IN ORDER BOOK 29. PAGES 23 THROUGH 27, IN COLLIER COUNTY, FLORIDA. AND PELICAN STRAND REPLA T-1 A. IN ORDER BOOK 28, PAGES 661HROUGH 69, IN COLLIER COUNTY, FLORIDA. BEING THE SOUTHERN LINE OF TRACT FD4. OF PELICAN STRAND REPLAT-IB,IN ORDER BOOK 29, PAGES 23 THROUGH 27, IN COLLIER COUNTY, FLORIDA, nm FOllOWING THREE CALLS FORM lHE SOurHERL Y BOUNDARY OF TRACTS FD4 AND FD6. nrENCE; N 76<111'2T W, A DISTANCE OF 289.84 FEET, TO A POINT, 1HE.NCE; N 89d09'52" W. A DISTANCE OF 912,93 FEET. TO THE COMMON LINE BETWEEN TRACT FD4 AND FD6 AS RECORDED IN ORDER BOOK 29. PAGES 23 THROUGH 27. IN COLLIER COUNTY, ~O~~T~NcaCONTrnuIN~ 3 ~-~-,- _.~-_.__..- .-".,- ------- - ___u.__ N gQd09'52" W, A DlSTANCE OF 171974 FEET, RE11JR,,~G TO THE SOtrrHWEST CORNER OF SECTION 18, TOWNSHIP 48 SOUTH. RANGE 26 EAST. AND THE POINT OF BEGfNNlNG. CONTAINING A COMPUTED AREA OF 4410655 SQUARE FEET OR 102.632 ACRES OF LAi\lD MORE OR LESS Lf ------- -. -..". ~-" .___...._ .wo_ UClliLi.ll 1lI 01flClrJ. iLCOiJlS of CO~L1U COUKiT, n ..tle 1l/0W5 It 01:SH~ DilGll11. BROCt, aut , CJ'S l]HOI~O.OO EcrB 15.00 ~:j(. ,10 ~111\.\O ,t:: ' mt! ;i.l::': to I,L r G :a~ Ell i 001 S3/C:.ecoS ums n ]39\1 5111 2 I'uccl m 1oI.-bcr: 00 t S '-ll z.<;.~c-co GnN<C II i1N: .oOI"S 3g\.(OOOb e:l~1{ 2])IoOOOZ- 3 \Varran y eed , "- This Indenture, Mac.: l!:is Ilch day of October .195S^D. Ikt\\'CCll Ste?::.en Tavilla, Individually and as Trus::ee 0: Lana Trus:: ?_<;:": -:::rne n r. dated Jo.?r'il 16, 19131, -:__'-.;" .1: ~"I i r:.~ ! ..;~;.' s,,': .,' :--:.~ ~...::,~.-:-- . '.:r-:1::!Or. : ".: _ _ _~:. I ~;:: :-..;~: ci , - . :: ~ ():- ~ .::, ~ ' :,', :.. ::-. ,-: .. - .', ... ~.;.~ ",~':f(:s\ 1\ 2706 S, ::.Or"SC:';:lOC Orivc. ?(;;.plcs. r!cr:.(~': "; j .~.:. : o~ .:.~ c..)C~;'" 0; C.,1~1~C Sutc. 1..': .. .I..'~:- ~ '.:: ;.; r:~ tl ;: \.:\~ . '. , Witnc.ssctll L"UI ::u:. G;,:,,;,,:':7Cn.. fo:" .l;.J I.'" COluidGr...l.io;) ot L":.:: ,y~ o~ - - - - - - - - - TZN & ;';;0/100 ($10. CO) - - - - - - - - - - D0LL~llS. ; J::': :....:.:: ,vo.:: 1~..::I \.z!..:ablc C(\::~j.:::-.:~C:'l1O Gr:..Ai'..:'TOit t.."l h~nd r!id by GM:-';~='" ;....,::: :::.c:: .....hc!cO! H hCICb~ ..(~~~.o...jC'':;~c'. h;u. ;'::','.;;. :'-4:;":;;-:-': .t::~ VI:': I.J ........ ...i ~ G:=_;~T:::; .:. r. ~ G;.:."-'';:;:::;-:'S ~:;:'1 zr.i ..-:....::", :.~.~:~C'~. :~: r::.llc",'i:lF: ~:"..:t;:--..~ I....~ -.;:\';JIC. l~-i~; 1:~~ :,c~~;. i:: :..~ Counr')' c.: Co 11 i.e ~ Sa:.: o! Florid2 '" '.,:: --- -::i:::::3!T .=-... ;:'.T:'~C~:Z;:) ::E?..E70 ~2?::) !.~~l)=: .. ?:'_".T ,-:Z?::::O? S.:.= j ec;: ;:0 :.-~S~.:- iC:'1.ons. !"E:Serva.\::'O:lS c.~~_ e:.::.S-=~::;::-::S of =-::-:.:.=.:. . - - 2:1;'. and taxes su:,sequen;: co 19~4 . ; G::;.::.~o=S nere::,'-' ':..:.a:::=.a.~t:. ~hat:. che he=-ei~ C~$c=-:.~~d P=ofH;=:"': ' '" has ic bee~ 't.he G=a;1;:o:-' S . . ..-- no':..} ~o= eve:::- .-.o::~es~ea"~ ?!'"c;:~=\::.l ::-:~ co~:.isuoL:.s -:he=e:.o. S,~~ject to oil,. gas and minerat rights of recore" , . i ~ ~,.j l!lc CR- docs """"'>' lU:Iy _mont die: tide 00 u;.s land. &ad will dcfc10d Ihc _ a;:ainsr lawful cIaiIIIs eI d.....- .1>0<_. In Witness V.'hcreof, : d1c cnn.or bas __Sd his bud....s:seal die: 41y....s )'C'U' r..... ._ .......,.,. . Sigacd; scaled and ddivcrcd in our presence: Land Trust , yrutuL () k- 1 f {ScaI) J pfJ.nted Name: Sandra Adams Witness . ~" ~ (/1~ Printed Name: # Ann Trainor ... Witness COHMON\.'E.A.I.:m ' . sm.:tFJC OF MassachusecCs COUNTY OF Middl.esex . ,. . . ".. focqoiQC .....- ..os ~ bdo", ..... d>is 111:h .,eI October, 1995 by : (. . . I ~, Steven Tavilla on behalf of said trust and as.Individually .;. \1 .' - - :~..~::' - .1 _ is pcnolYllrll:no-'" me ~- --......... -. i r . .. I! ,,~ " -- II 'Ibio Do=lIICGl p~...s By: . .~ . . -J;L-.A ~ .......'. :'\ II ICELl.Y. PRJCE.. pASStDOMO. SIJ5lIT. HEUEllJoUIN 4 ROSS -' '. ,. '. :z5o'OGOLDeI GATePAJU('WAY P..p. BOX 3117 Printed Name: T. K:1rklaQd".,~~e. ~II _. . 2540445 OR: 2599 PG: 0456 .. RICORDID 1n OffICIAL RlCORDS of COLLIIR COUI!Y, 'L .. 10/86/1999 at 01:40'1 DIIGH! I. BROCI, CLIRl RIC III 15.00 COPlIS 3.00 IISC 1.00 Return to: Reto: Board of Collier County QUAtlLBS . BRADY Commissioners 4501 'AlIAlI ,. I '300 RAPLIS fL 34103 3060 This instrument prepared by: Leo J. Salvatori, Esq. Quarles & Brady LLP 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 TEMPORARY UTILITY EASEMENT (Pelican Strand - Tract 7) THIS EASEMENT, granted this>i>c:nf day of ~ , 1999, between THE STRAND, LTD., a Florida limited partnership, formerly known as PELICAN STRAND, LTD., a Florida limited partnership, as GRANTOR, to the BOARD OF COUNTY CuMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER . . COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns, as GRANTEE. WIT N E SSE T H: That the GRANTOR, for and in consideration of the sum ofTEN ($1O.(0) DOLLARS and other good and valuable consideration paid by the GRANTEE, receipt of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the GRANTEE, its successors and assigns, a temporary, non-exclusive easement, license, and privilege to enter upon and to install and maintain water utility facilities, on the following described lands being located in Collier County, Florida, to-wit: (See attached Exhibit "A" which is incorporated by reference herein) TO HAVE AND TO HOLD the same unto said GRANTEE and its assigns, together with the right to enter upon said land, excavate, and take materials for the purpose of constructing, operating, and maintaining water utility facilities thereon. GRANTOR and GRANTEE are used for singular or plural, as the context requires. QBNAP\196179.1 -1- ,....,,- ,... ~'"'--'^'~- .' OR: 2599 PG: 0457 - This Utility Easement shall automatically terminate and be of no further force and effect at the time of recordation of the plat of the premises known as Tract 7, Pelican Strand. IN WITNESS WHEREOF, the GRANTOR has caused these presents to be executed the day and year fIrst above written. Signed, sealed and delivered in our presence: THE STRAND, LTD., a Florida limited partnership (Corporate Seal) By: THE STRAND DEVELOPMENT CORPORATION OF NAPLES, a Florida corporation, as General Partner, formerly known as PELICAN STRAND DEVELOPMENT CORPORATION By: 2/2 obert Paul Hardy, as Vice President Witness # 2 (Print name below) ~e..r1.ee 'St6 ( I STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and acknowledged before me this :30 tk- day of ~..f~1l P~A) ,1999, by Robert Paul Hardy, as Vice President of THE STRAND DE ELOPMENT CORPORATION OF NAPLES, a Flonda corporation, as General Partner of THE STRAND, LTD., a Florida limited partnership, who is personally known to me. My Commission ExpireS:02 /~ s~ 3 CAROLYN S. MillER ":~ MY COMMISSION # CC 812556 " iJ} EXPIRES: February 25, 2003 . ..". .' Bonded Thru Nolary Public Undetwri1er. QBNAP\196179.1 -2- . _.._."___.~_.m ,,__ u_"'_ "._- ~_._--- . ttt OR: 2599 PG: 0458 ttt ,._ t./I'I'''.f<''''~ '''''_''~_'_'''''''''_'''' .~ '" _." ."'_'~ ,_" ~...,....._..~.U"'1""1~"'''_,_., ._. S 58'11" E 5,11' <, > tJ>,c??r'7- ~ f ~ ~~ ^ !50 0 !50 100 1!50 5 ~.~~. ~'" ~ C!. rrl iiiiiiI ~ -<:"i ~ 0 c: ..,,' ~ eg!'" 1" = '" z ~ a---- I'\.) ~~d 0 ~ ~ ..:::!. 20' U,[. ~ -------- 551.IJ 3X3 PRM 1. 6 379.97' S 89009'52" E S 89009'52' E. 648.71' (P) 1004.41'(P) CARLTON LAKES, UNIT NO. 1 SOUTH LINE OF PLAT BOOK 26 PAGES 65-72 SECTION 18 GENERAL NOTES. 1. The bearing shown hereon ore based on the south line of Section 19, PROPOSED STRAND EASEt.AENT DESCRIPTION TWP 48S, RGE 26E being an assumed bearing of SOOd20'28't. LANDS SITUATED IN TRACT FD4 OF: 2. Improvements other than those shown, ore not 0 part of this survey, PEUCAN STRANO REPLAT 7 LOCATED IN SECTION 18, TWP 48 S, ReE 26 E J. Subject to all reservations, restrictions, and rights of way of record. COWER COUNTY, flORIDA 4 The land description shown hereon was prepared by the surveyor A PORl1ON Of lAHO, SllIJATED IN SECTION 18, . 'TOWNSHP 48 S. RN<<lE 26 E. COI1.IR CClMlY, fl.ORI)A. All) BEt<<; . fi Id th . A PART Of PnJCNoI STRNI) REPlAT -7, TO lIE RECORDm (PlAT IIOOl( ~ 5. All courses and dIstances are Ie measured unless 0 erwlse noted, PHlES _ THRU _, WlIH SAIl EASDIEHT BOUIIlARY DESCRIBED ~ FOllOWS: . , COIAl(}lCING F'ROI.t M: SOlJllHASlERlY CORI€R Of TRIa 5 ~ RECORDm Il 6, Date of angInal Field Survey June, 1997, PEl.JCAH STRIHl REPlAT-IS,(P929 PGS 23-27 COUIR <iiiIW, Fl.ORO\), TIEICE; S 71dS5'sa' E. A lllSTlH:E Of 19.n rm M: POINT Of 1IECIHlG. 1lOC[; 7, Except os specifically stated or shown on this description this S 35d46' 0" W A DISTANCE Of 53.05 rm TO A POINT TIENCE instrument does not purport to reflect any of the lonowing which may be S 68dSEl'l1" r: A DlSTIH:E Of S.17 rm TO A POINT. '11IENCE applicable to the subject real estate, building setbo<:k lines, restrictive S 35d46'4J' W, A DISTANCE Of 66.83 rm TO A 1'01<<, TIENCE covenants. subdivision mtrictions, zonillCjl or other land use l'89ulations. S OOd5O'08" W, A DISTANCE OF 181.75 FER TO A POINT. SHD other thon possible eo_nts thot were visible at the time of making this POIfl' LYlI<<l ON lllE SOUllDLY PROPERlY IH OF PEI.X'.Nl STlW<<l IIElWEEN SB:IIlIl description, 18 ~ 19, 1WP 48 SO\IIH. RCE 26 EAST Of COUIR alIIIlY. F\.CRD\ 1lIIU; CONlIlUHl AlONG WI DESCRIBm IH FOR M: FOllDIIllG twO CAlLS, 9 All surface and subsurface improvements on and adjacent to the site S Il9cI)9'S2" Eo A DlSTIH:E Of 191.16 rm TO A POINT, THENCE ' . S 1l9cI)9'52' E. A DlSTNlCE Of 3]9,97 rm TO A POINT, THENCE ore not necessonly shown on mop. N OQd5O'08' Eo A DlSTN<<:E Of 20.00 FER TO A POIfl', 1ltENCE 1 0 S b rf d. t I d.t. t' d rt N 1l9cI)9'52" ., A DlSTNlCE Of 5S 1,13 rm TO A POINT. THENCE . . u su ace on ellY1ronme!, 0 con I IOns w.ere no e~ornlne os opo N OOd5O'08' E. A DlSTN<<:E Of 15S.45 FID TO A POIfl', THENCE of thIS survey. No statement IS mode concenlm9 the eXIStence of N 35d46'4J' E A DlSTN<<:E Of 65 80 rm TO A POINT 11m<<:[ underwound or oyertleod containers or lacilities that may affect the use or S 68dSEl'II' r: A DlSTIH:E OF 5.;7 rm TO A POINT, 'TlIJlCE development of this property, N 35d46' 4J' Eo A DlST.lf<<::E Of 54,6.} rm TO A POIIT, THENCE N 71dS5'sa" W. A DISTANCE Of 31.47 rm TO M: POINT Of IIEGINNII<<l. 11. My top<xyophic infonnation shown is based on NG'YO 29 vertical datum. A PalTlON Of lNCl CONrAN'<<: 0.403 .IC1lES OF lNlO IIalE OR llSS. 12, Subject property is situated in Flood Zone X os indicated on fUlA LEGEND nood zone mops panel no. 120067 0425d and 120067 0225d doted June CM - ClJIICRETE I1J'lUMENT CR) _ [FrlCIAL RECORD BDIJ< J. 1986. IR&C = IRlJII ROD AND CAP or Ca..LIER COUNTY R/\I = RIGHT or \lAY PG _ PAGE PDC - POINT or ClJ4HENCEMENT ESMT- EASEMENT POB = POINT lJf' BEGINNING CLE COUNTY UTILITY EASEMENT ~ ra =- J~~~SHIP PK&D= PK .. DISK ~ dd SEe = SECTION fND = rOUND '.' , I t DB = DEED BOOK rP&L - rLORIDA POIJER .. LIGHT \ l ' . ') . . PCP = PERMANENT CONTROL POINT , N . . o:!r: I 'i~ fND = rr1I1NTl Ae= 4,CRES (P) ~ PL;.r H. H 15 '':'294 ~"'- <c> _ CALCULATED <M> _ MEASURED COt.lIdUNflY ENGINEERING SElMCES, INC, UE = UTILITY EASEMENT RN = RIGHT Of' \lAY ~,~n . 9200 BONITA BEACH ROAD, SUITE 213 . = SET 1/2 IRON REBAR AND CAP (LB 1627:5) BONITA SPRINGS, Fl 34135 " EX HI BIT A" . = SET PERMANENT REfERENCE MONUMENT (LB 16275) NOT A SUR V E Y 0 = roUND IRiJ'l ROD, fooND IRON RoD AND eM', rOUND NAIL DAn:, ll'J/2V~ <<:ESJcolOOJNlTY ENCINEBRlNC SEmCES. INC. S T RAN D 1M.......... ..... ~ ---- PROPOSED EASEMENT DESCRIPTION 8200 Bon". ~~ Sullo 213 LOCATED tN' SECTION 19 TWP 48 S RGE 26 E -,. $pRoIga. _ 33Ol2J . , , T........ (s.,) .85-000lI roo< (M') .lI5-78". COllIER COUNTY, flORIDA . ,- "':, ';:'\ COLLIER COUNTY GOVERNMENT - -- COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION ._~--------- ----~--_._-~,._-_._-----_.__._--'-_."._...~------_.._,--- --.'-.. .....-...-----. Planning Services Department 2800 North Horseshoe Drive Naples. Florida 34104 ENGINEERING REVIEW SECTION April 14, 2000 Ms. Cindy Yanosik, P.E. Community Engineering Services, Inc. 9200 Bonita Beach Road, Suite 213 Bonita Springs, FL. 34135 Re: Pelican Strand Replat 7 (Tract 7) Dear Ms. Yanosik: This is to inform you that the above referenced project has been granted preliminary approval by Engineering Review in compliance with Collier County Land Development Code, Section 3.2.6.5.2. All water and sewer facilities approved and accepted and required to be maintained by Collier County shall be conveyed to the County pursuant to the provisions set forth in Collier County Ordinance No. 97-17, as amended. You are reminded that it is your responsibility to petition the Development Services Director for final approval of the improvements upon the expiration of the minimum one (1) year maintenance period. After satisfactory completion of all final inspections, the Board of County Commissioners shall adopt a resolution giving final approval of the required improvements, acknowledging the dedication{s) of the final subdivision plat and establishing County responsibility for maintenance of the required improvements if it is the Board's desire to accept and maintain the facilities. If you should have any questions or if we may be of assistance, please advise. Very ,trUlY yours, \ _\ (')- \~ "- John R. Houldsworth Senior Engineer cc: Shirley Nix Phone (941) 403-2400 Fax (941) 643-6968 www.co.collier.f1.us ----.,...,~_. W____^~__.~..~~.. -- .~.._,...~~~.- -.,._,~... .-- ~ ~O~~~E~?~~~~~RVICESDIVISION Planning Services Department 2800 North Horseshoe Drive ENGINEERING REVIEW SECTION Naples. Florida 34104 April 14, 2000 Cindy Yanosik Community Engineering Services 9200 Bonita Beach Road Bonita Springs, FL 34134 Re: Strand, Replat 7, Tract 7 Dear Ms. Yanosik: This is to inform you that the above referenced project has been granted preliminary approval by Engineering Review in compliance with Collier County Land Development Code, Section 3. All water and/or sewer facilities approved, accepted and required to be maintained by Collier County shall be conveyed to the County pursuant to the provisions set forth in Collier County Ordinance No. 97-17, as amended. You are reminded that it is your responsibility to petition the Development Services Director for final approval of the improvements upon the expiration of the minimum one (1) year maintenance period. After satisfactory completion of all final inspections., the Board of County Commissioners shall grant final approval of the required improvements establishing County responsibility for maintenance of the required improvements if it is the Board's desire to accept and maintain the facilities. If you should have any questions or if we may be of assistance, please advise. Very truly yours, ~~X)J; Shirley Nix L/ Engineering Technician II cc: Joe Cheatham, Wastewater Director Paul Mattausch, Water Director Diane Deoss, Public Works John Houldsworth, Engineering Review Phone (941) 403-2400 Fax (941) 643-6968 www.co.collier.f1.us -..-.....__.,.,",____ m_'______._. COMMITNITY ENGINEERING SERVICES, INC. Cil'il En,qineerin.CJ · Slln1eyin,q · Pndect MmHI,(jel1wnt February 10, 2000 Collier County Government Community Development Services Division 2800 North Horseshoe Drive Naples, Florida 33942 RE: Tract 7 at The Strand Engineer's Final Payment Confirmation To Whom It May Concern: Pursuant to Collier County Ordinance 97-17, this will certify that all professional fees associated with the above reference project have been paid in full. Sincerely, COMMUNITY ENGINEERING SERVICES, INC. p/l;td JJ Zt;tu;11 Mark D. McCleary, P.E. President MDM/cgy Cc: George Parker S:\engIPELICAN\GOLF _ COM\IMPROVEM\TRACT7\TumoverlEngr Payment Cert,doc 9200 Bonita Beach Road · Suite 21:; · Bonita Springs, FL :341:35 (941) 495.0009 · fa.x (91l1) 495-7934 --~- --- CO Ml\11JNITY ENGINEERING SERVICES, INC. Cil,il Engineerin,(1 · Surl'eying · Pndec/ j\Jull((ljement February 10, 2000 Collier County Government Community Development Services Division 2800 North Horseshoe Drive Naples, Florida 33942 RE: Tract 7 at The Strand Water Main Testing To Whom It May Concern: A representative of our firm has witnessed a successful two (2) hour pressure test of the potable water main constructed as part of this project A test pressure of 160 psi was maintained throughout the test for the potable water main in accordance with Collier County specifications. Sincerely, COMMUNITY ENGINEERING SERVICES, INC. ~/~ Cynthia G. Yanosik, P,E. Cc: George Parker S:\eng\PELICAN\GOLF _ COM\IMPROVEM\TRACT7\Tumover\Water Main Test Cert,doc 9200 Bonita lkach Road · Suite 2 U~ · Bonita Springs, FL :34135 (941) 495,,0009. (ax (941) 495-7984 (CES) Pressure Test Report COMMUNITY ENGINEERING SERVICES, INC, Cl'ril~. Plum.,- Jln)Jeet ~ Project: Tract 7 at The Strand Date: 11/23/1999 Witnessed by: Tom McCleary (CES), Randy Casey (Collier Co.) and Doug Griff(P.I.C.) Type of Line: Forcemain X Potable Diameter: 10 Inches, D Length: 1400 Feet, S Test Pressure: 150 pSI Test: Start: 160 psi @ 9:00 am Stop: 160 psi @ 11:00 am Average= 160 psi Amount Used: o gal Allowable Leakage: L= S x D x SqrtP / 133200 gaVhr = 1400 x 10 x 12.65 / 133200 gaVhr = 1.3 3 gal/hr = 2.66 gaV2hr Passed : ~"'/d ;trV Registration No. 45250 ,,"-.---..,.. '~'-'"--' '-'-- Department of (f~ ~~:', r ..,: " .. I I . ,.. ,,' \" ,r I U c L.' Environmental Protection South District Jeb Bush P.O. Box 2549 David B. Struhs Governor Fort Myers. Florida 33902-2549 Secretary February 1, 2000 it:) (G IE 'I \\.f iE Ir~ I ! I R. Paul Hardy, Vice President i .... ~. ~" .__._--~------ The Strand Ltd. -- -.~..~..- ~"~.."._. -.~.'- '--'''--_.~--''-".'-''-' 5645 Strand Boulevard Naples, Florida 34110 Re: Collier County - PW Tract 7 at The Strand (Collier County Regional WTP) 158559-001-DSGP Dear Mr. Hardy: This acknowledges receipt of certification that the subject water distribution system extension has been completed in accordance with the plans and related materials permitted by this agency under Permit Number 158559-001-DSGP dated August 12, 1999. Based on this certification and satisfactory bacteriological results, we are approving these facilities for service. Your continued cooperation in our water supply program is appreciated. Sincerely, ~~ , CbacleS It D vaUlt Professional Engineer Water Facilities CRD/MFJ/skw cc: Mark D. MCCleary7" Thomas E. Kuck "More Protection, less Process" P,inled on recycled paper, --..'---_... ---,,~.._---- ~ ~ Ie it l-/~ . I / l /t~ Florida Department of Environmental Protection Twin Towers Office Bldg., 2600 Blair Stone RO~. .. .:. lorida 32399-2400 " ,] fE C. [, ilVl rE [0) , I I DOMESTIC W ASTEW ATER COLLECTION/TRAN~~~~~~ _SYSTE S CERTIFICATION OF COMPLETION OF CO 'TIt --- INSTRUCTIONS: This form is to be completed and submitted to the Department, prior to placing the system into operation. A collection! transmission system should not be placed into operation without prior Department approval. All information is to be typed or printed in ink and all blanks must be filled. Construction Permit No.: 50581-144-DWC Dated: 8-25-99 Name of Project: Tract 7 at The Strand Name of Owner: The Strand Ltd. Name of design engineer and Florida registration number (if different from engineer signing certification): NA Date(s) connection to existing system or treatment plant: ASAP Treatment plant serving project Name: Collier County North Regional Water Reclamation Facilitv County: Collier City: NaDles DEP Identification Number (also known as W AFR or GMS Identification Number): 52 Substantial deviations from the approved plans and specifications (attach additio None n:CCE;;Va JAly 2 8 2000 DEP Form 62-604.300(7Xb) Page 1 of3 O.E.P. - South District Effective June I, 1992 ~--~---' " ^,~-~ WAIVER OF LIEN KNOW ALL MEN BY THESE PRESENTS, that Ken Rab~ as Operations Manager, of Port of the Islands Construction, Inc., for and in consideration of Forty Thousand Five Hundred Ninety Three Dollars and 07/100 Cents ($40,593.07) and other good and valuable considerations, lawful money of the United States of America, to me in hand paid, the receipt whereof is hereby acknowledged, does hereby waive, release, remiss, and relinquish any and all right to claim any lien or liens for work performed or material furnished, or any kind or class of lien whatsoever on the following described property: STRAND - TRACT 7 REPLAT - A portion ofland located in Sections 18 & 19, Township 48S, Range 26E, Collier County, Florida, specifically outlined below herein: Water Distribution Facilities on Ashford Lane. Port ofthe Islands Construction, Inc. 4500 Executive Drive, Suite 300 Naples. Florida 34119 Name and Address of Firm or Corporation BY:~f~ A orized Representative STATE OF fl()fld~ ) COUNTY OF C'lJ/l/el' ) SS: ) The foregoing instrument was signed and acknowledged before me this I 'ffh day of Dr!' f>fY) h(F , 191i. by J:::/lA/1l~ IJ Ra./ZV7 who has produced r~r.rlJ/Jt:d/v K'/1{)Wn as identification, and who (did) (did not) take an oath. . cc 16altii (NOTARY SEAL) Notary Commission Number ,,\\\\\\1111111111/ ~~,\\ ~f\ Ii ERN :11111.'. ~s()~........~IJtO ~ ~ ..;~~\SSJON ... ~~ ~.c.; ,:::. "- ~ .."" ~~e 18, <a =to.. ~ .:::: .~ 'S 1?~.- =*: ~f1'\~:; - . ~. = =z: .... :*= ~ ~ \ -k #CC 752149 i ':!'C:i ~'1':: ."& 8, .s:;j- ~ ~)-..ij>1--~nded\\\\~ 'f::.,"""'..~~ ~ ..o~... 'bIle Ur\Qe~..~'V ~ ~111~~/c'.siA1~ 0\,# :1111'" II \I ,,\\\\~ --.-.-..... >_._.~-_.._...- . --. .."-,,.~_. _.___..___,...._. _._.._..n......_...,....._.,'._...._ - . FOR LAB USE ONLY State of Florida - Department of Health i Office of Laboratory Services Jacksonville, Miami, Pensacola Tampa, West Palm Beach I h' f~'\r DRINKING WATER I BACTERIOLOGICAL ANALYSIS Press hard, (5) copies r;h,i A , SYSTEM NAME: SYSTEM I.D. NO: ---~ ADDRESS: COUNTY: DISTRICT: COLLECTOR: COLLECTOR PHONE #: SAMPLE SITE (Locality or Subdivision): DATE AND TIME COLLECTED: TYPE OF SUPPLY(Circle one): conmunitywater system Noncommunity water system Nontransient - noncommunity water system Private well Swirrming pool Bottled water Limited Use system TYPE OF SAMPLE(Circle one): Compl iance Repeat Replacement Main clearance Well survey Other (Check Box) [ ] Distribution [ ] Check here if payment made [ ] Raw to county public health unit TO BE COMPLETED BY COLLECTOR OF SAMPLE TO BE COMPLETED BY LAB ANALYSIS METHOD: MF MTF MMO-MUG PA COL L. SAMPLE POINT Cl NON CONFIRM CONFIRM NO. (Specific Address) RES'D pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER J , I * Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours. P - Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER ;; ! ~ " J) NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( ) >- 0- ( ) SATISFACTORY e:A .&::.... ( ) INCOMPLETE COLLECTION INFORMATION u'" _0 j~ ( ) REPEAT SAMPLES go ( ) REPLACEMENT SAMPLES "'.. 1;:;; " -.0;': ..... REVIEWING OFFICIAL: ...-J) ~; ~ . u z ~.!!~ ... Q. 0 TITLE: ","- o!!.~ \ - FOR LAB USE ONLY . ; .tot. of flo"de '. " ....", Department of Health ,Ii Office of Laboratory Services 'r.;~....~' Jacksonville, Miami, Pensacola Tampa, West Palm Beach I., .,r.t! I DRINKING WA TER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies 0 SYSTEM NAME: SYSTEM I.D. NO: SYSTEM PHONE #: ADDRESS: COUNTY: DISTRICT: COLLECTOR: COLLECTOR PHONE #: SAMPLE SITE (Locality or subdivision): DATE AND TIME COLLECTED: TYPE OF SUPPL YCCi rcle one) :,C:Q!ffi1LJni!):'.J@~~r ,l?ystem Noncommunity water system Nontransient - noncommunity water system Private well Swimming pool Bottled water Limited Use system TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement Mli!~,~ct_etl.rance Well survey Other (Check Box) [ ] Distribution [ ] Check here if payment made [ ] Raw to county public health unit TO BE COMPLETED BY COLLECTOR OF SAMPLE TD ~E COMPLETED BY LAB ANALYSIS METHOD: ' MF MTF MMO-MUG PA COLL. SAMPLE POINT Cl NON CONFIRM CONFIRM NO. (Specific Address) RES'D pH COLI FORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER " , ! I * Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours. P - Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER 'ii ! :> II J:J NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( ) >- ~~ ( ) SATISFACTORY ,c'" ( ) INCOMPLETE COLLECTION INFORMATION u'" _ 0 ,c' ( ) REPEAT SAMPLES ~~ ( ) REPLACEMENT SAMPLES 00 :~ "tl", II ... ~ .... REVIEWING OFFICIAL: ....-J:J ;;;~ . uZ :;..2~ ~ :.2 TITLE: o!:.~ - . FOR LAB USE ONLY ~:, . State of Florida ., ..~. J. Department of Heal th ~ f " Office of Laboratory Services .~~...~' Jacksonville, Miami, Pensacola Tampa, West Palm Beach ~!~'",H t ;-'(U; DRINKlNG WATER BACTERIOLOGICAL ANALYSIS Pf'!]SS hard, (5) copies SYSTEM NAME: SYSTEM I.D. NO: SYSTEM PHONE #: ADDRESS: COUNTY: DISTRICT: COLLECTOR: COLLECTOR PHONE #: SAMPLE SITE (Locality or Subdivision): DATE AND TIME COLLECTED: TYPE OF SUPPLY(Circle one): ~!lBY ,waterJ.ystem" Nonconmunity water system Nontransient - nonconmunity water system Private well Swinming pool Bottled water Limited Use system TYPE OF SAMPLE(Ci rcle one): Compl i ance Repeat Replacement <.. Mai n clearance> Well survey Other (Check Box) '. [] Distribution [ ] Check here if payment made [ ] Raw to county public health unit TO BE COMPLETED BY COLLECTOR OF SAMPLE ~O BE COMPLETED BY LAB ANALYSIS METHOD:' MF MTF MMO-MUG PA COLL. SAMPLE POINT Cl NON CONFIRM CONFIRM NO. (Specific Address) RES'D pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER * Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours. P _ Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER '0 .. :; .. ~ NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( ) ~ '? ( ) SATISFACTORY ii ~ ( ) INCOMPLETE COLLECTION INFORMATION ~ ~ ( ) REPEAT SAMPLES ~o ( ) REPLACEMENT SAMPLES ~~ "D", .. :3i REVIEWING OFFICIAL: ==-;j . uZ S!a.~ 5~E TITLE: COLLIER COUNTY GOVERNMENT COMMUNITY DEVELOP:\-tENT AND ENVIRONMENTAL SERVICES DIVISION Planning Services Department 2800 North Horseshoe Drive PLANNING SERVICES DEPARTMENT ~aples, Florida 34104 ENGINEERING REVIEW SECTION February 7, 2000 Mr. Mark McCleary Community Engineering Services 9200 Bonita Beach Road Bonita Springs, Florida 34135 RE: Pelican Strand Tract 7, Water & Sewer Dear Mr. McCleary: A preliminary inspection of the referenced project was conducted by Randy Casey of the Engineering Review Section of the Planning Services Department on February 4, 2000. Conditions were found to be acceptable, and appear to meet County standards. If you should have any questions, please do not hesitate to call Randy Casey at (941) 403-2418 . Sincerely, ~ D n Nobles, gineering Inspections Supervisor DN/taa/f:\Inspection form Pelican Strand Tract 7, water & sewer cc: Cindy Erb, Engineering Technician, Public Works Joe Cheatham, Wastewater Director, Utilities Paul Mattausch, Water Director, Utilities Evelyn Ferguson, D.O.R. Billing Supervisor Randy Casey, Engineering Inspector, Engineering Review Section JShirley Nix, Engineering Tech. II, Engineering Review Section File Phone (941) 403-2400 Fax (941) 643-6968 www.co.colIier.fl.us _______".__"~_"_______~.,..,__"___".'.._,.'"O__..._" ... COLLIER COUNTY GOVERNMENT ,"_'~~'< _' ....._.._.__o__~~.__~. _'__,~,__'~__m_..._~.~"_ ___. ~~-_..,,,."~. ,,"'"" ~_. -.~-~----,_.._~~~.,~-.,<.~~ .,-"'~"~---~~.~,.,-~_..,_. -., _. ~.'.".,-~".' -.~-." PUBLIC WORKS DIVISION 3301 E. TAMIAMI TRIAL NAPLES, FLORIDA 34112 (941) 732-2575 FAX: (941) 732-2526 January 27, 2000 Port of the Islands 4500 Executive Drive Naples, Florida 34119 Re: Bacteriological Analysis Results - Main Clearance Attached please find the analytical results on the following water main clearance project: Pelican Strand Tract 7. These results were found to be acceptable by Collier County Laboratory, #55261. Should you have any further questions regarding this matter, please contact me at (941) 352-7004. Sincerely, ~Jd/c~ Howard B. Bragdon Laboratory Supervisor ----~., ___'~.~_m'_""'_ --- 'e /.....'; .. :;,,~, fOR LAB USE ONLY State of Florida r~ ~::' ~. _.:~; ,i ji~) If:') {i 1 Department of Health '" .: Office of Laboratory Services Jacksonville, Miami, Pensacola ;~~ 1 MOO' :::~ {:) - ,~..l(:; t/; E~ '/ ~' C3 k1 C:l Tampa, ~est Palm Beach 1 E; ~?:.' ~ I ,~ ~ .:::;Vi -... J l{~ CONF-IRMED DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies L:c 1 1. 1 e'(" C;()unt y Wat e)"'" Dept 5ii41liS9 / 3c,._.c:~'j58 SYSTEM NAME: SYSTEM 1.0. NO: SYSTEM PHONE #: ..::".~Lt : (,:\0'1 J ,;;,rf, 1 -: 'I '-:'0.1 1. ~ i\; '::":'~ p J. :::-! ~; , i"' :._ COUNTY: L. C .c. 1 1. [~1'" ADDRESS: DISTRICT: COLLECTOR: GJ GRAbl\i..:.'R COLLECTOR PHONE #: ",.' i?ii~~';' "o-,-_'_'.'-~ SAMPLE SITE (Locality or Subdivision): F~tE_ L.. 1. r::r~!\i ~3"r ~:~ r~ i\i L~' -r I,: r~!C: "! DATE AND TIME COLLECTED: ~1-~~-~~ 10"]7 ~O 1~.?7 ~~", TYPE OF SUPPLY(Circle one): ~ NoncolllllUnity water system Nontransient - noncommunity water system Priva Swimming pool Bottled water Limited Use system TYPE OF SAMPLE(Circle one): Compl iance Repeat Replacement ~~ Well survey Other (Check Box) [ ] Distribution [ ] Check here if payment made [ ] Raw to county public health unit TO BE COMPLETED BY COLLECTOR OF SAMPLE TO BE COMPLETED BY LAB ANALYSIS METHOD: /A'F 7 MTF MMO-MUG PA COLL. SAMPLE POINT Cl NON l::CRFIRM CONFIRM NO. (Specific Address) RES'D pH COLI FORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER 1; 21 +0Qi ,JUi'1PE F~ ~. ~) I~. '+ I ;4 III 01;;' 1 -- ?",; Po .~. t~_ ;=:t~; +-:.:: 3- , 1-~ \{ 1:- .. l' ~.,.! .~, i1 1 [\ A I" il< illiZi 1 '.- (:' ,,'::; ') "'i ":;'" ~-:: c: + 1. :l.' PSP .i- ~ ~. "'L A j.,-, ". ;"J . c:: ~ :~Ij (1 !t.~ 1 '" t:' L;. ii! :i. l+ .3 ";1+ ~.;~:: ]. '" hYO, "J, ;', A , " LL. 1 L(. ILl ir~j !Z~ t ".- b '~l' 1 * Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours. P - Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER Hi:-_11'lf.~ f~:h.~:; ~ :Df---r '{ j ;..\J ~_ .; '0 . 5 . D NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( ) >- ~2 ( ) SATISFACTORY .c'" ( ) INCOMPLETE COLLECTION INFORMATION u.., _0 ( ) REPEAT SAMPLES j~ c . ( ) REPLACEMENT SAMPLES 00 :~ '0", . -0>': .. . REVIEWING OFFICIAL: ...-D ~;~ . u Z "0... ~Q.g TITLE: x .- o!!.~ --".-'.--- ".'. -.-.. _.~------- #. \)j""!''i~j*l: ~:'j;~b lFOR LAB USE ONLY , _ State of F lorida--,,, ,-" -, "", <.. "I' -" '1"1.", -" ' Department of Heal th:~, ~'" '., ., ., ,,,' ,,; ',.~_~' ~::ki::n:tllLea,bo:t::r,Y :::.sVai::lSa~j=,~:~D It.:'.l. ,::~i-~;)!t:' bY:; 'C<,' ,., T8q)8, West Pal.. Beach r.11::' " U J" i, ;: ~',,:; CONFIRMED DRINKING WA TER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies CollIer County Water Dept 51140bS !~2-2~~8 SYSTEM NAME: SYSTEM ].0. NO: SYSTEM PHONE #: ADDRESS: ,<~01 TamL'::l,ITII!'f'aiJ..j Napll?'"1 r-i... COUNTY: i,,~C)j,Ji("r'" D]STR]CT: 11, COLLECTOR: ~ l' G~n~j);F~ COLLECTOR PHONE #: ~::;;;",:... -?'!."!."? SAMPLE SITE (Local ity or Subdivision): Pi::: I.. I Cf,,",;\j '3 ''','(j"V,,:D ! 1~(.:ILT DATE AND TIME COLLECTED: ",_,,",j'"'''._.' ". -r', ' .'r. , TYPE OF SUPPLY(Circle one): em Noncommunity water system Nontransient - noncommunity water system Swimming pool Bottled water Limited Use system TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement ~l~ Well survey Other (Check Box) [ ] Distribution [ ] Check here if payment made [ ] Raw to county public health unit TO BE COMPLETED BY COLLECTOR OF SAMPLE ~COMPLETED BY LAB ANALYSIS METHOD: MTF HMO-MUG PA COLL. SAMPLE POINT Cl NON CONF]RM CONF]RM NO. (Specific Address) RES'D pH COL] FORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER 1": '::'1+171'71 1'UM''')rC'R ";".:::' ",,0....Ll ""o'I""~,,_,,"'"'''7 J. L... _t{_ l.,.' .t-c. _Ill....) j<:.~..l.,U rl Il.IIvLtl ....'....)1 ., ,_ .:: ;~, +;:; r" i-i Y U. -' ..." ,J. ""~~} A :ZliL1iLll '''::;;:ib ". . .'_,,+'0' C:~'li . ,," " '."l' A (fj'"',!''''' ;:;,""i':; J..'_,~ '.,1..." .l.st.l '~'.........," _.~Il'....J ,)...~..l, ~'fi.'l.l.~--,_.;...J-'J i /,_ :",,;" 1:, +, ''-, ] 1-1" . " ,:,: L; " ',:' q ) ,C ;;' I .... ..' <, , _ , .,J -. '",J"" , . j .L, . ,","- .. " ,,'" ..." r, 'i..' '/..' Of,! ,'" ',' ',,", * Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours. P _ Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY, PROGRAM REVIEWER R~MARKS: UHV ONE ;;- . 5 . ~ NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECE]VE REPORT ( ) ~ ~ ( ) SATISFACTORY 1i::: ( ) INCOMPLETE COLLECTION INFORMATION ~ ~ ( ) REPEAT SAMPLES 5':' ( ) REPLACEMENT SAMPLES ~~ "'" . ~i REVIEWING OFFIC]AL: M :> ~z 0... 'iiU ;.~ TITLE: .' ." ---~..__._---~~"---,. ~-------,-~,',~~ ~~ -.'---~ CONTRACTOR'S CERTIFIED LIST OF INSTALLED MATERIALS & COSTS SYSTEM NAME: The Strand - Tract 7 Replat DATE: December 13, 1999 SANITARY SEWER SYSTEM Unit Total Item Description Size Ouantity Unit Price Price 1 PVC 3034 Sewer Main, 6'-8' Cut 8" 90 LF $23.20 $2088.00 2 PVC 3034 Sewer Main, 8'-10' Cut 8" 740 LF $24.35 $18019.00 3 PVC 3034 Sewer Main, 10'-12' Cut 8" 120 LF $28.56 $3427.20 4 PVC 3034 Sewer Main, 12'-14' Cut 8" 490 LF $32.39 $15871.10 5 PVC Sewer Lateral 6" 1040 LF $7.00 $7280.00 6 PVC Sewer Cleanout 6" 27 EA $110.00 $2970.00 7 Manhole, 6'-8' Cut 4' 2 EA $1569.58 $3169.16 8 Manhole, 8'-10' Cut 4' 1 EA $1974.34 $1974.34 9 Manhole, 10'-12' Cut 4' 3 EA $2605.85 $7817.55 10 Manhole, 12'-14' Cut 4' 2 EA $2938.40 $5876.80 TOT AL SANITARY SEWER SYSTEM $68493.15 I DO HEREBY CERTIFY THE ABOVE DESCRIBED LIST OF MATERIALS, QUANTITIES OF MATERIALS, KINDS OF MATERIALS, INCLUDING INST ALLA TION AND ALL COSTS AS INSTALLED, TO BE COMPLETE, TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AS PER FINAL PAY ESTIMATE AND/OR ALL INVOICES OR STATEMENTS OF (BY OR FROM) TillS CERTIFYING CONTRACTOR AND AS PER THE PROJECT AND/OR DESIGN ENGINEERS CERTIFIED RECORD DRAWINGS OF TillS SYSTEM AS DESCRIBED BY NAME SHOWN, AS OF THIS DATE. Personally Known, Sworn To Certifying: & Subscribed Before Me This ~.;~~ , 1999 aban Operations Manager Port of the Islands Construction, Inc. ~,,\\'\llll ""'I/. ,~,~~ r\ERNAI\IO"I;" :-...' ~ ....... (<:: ~ #' c-j ...;;'~\SSION ~-i..~ % ,~ .. CJ\J ~e ~8, <'00 ~... ~ _ ..:0... ~ <-" ~. - .: . ~ <1> . -:: =*= ..... :*E - . - ~,~~ #CC752149 :~~ ... /\.4>. {:>.?f!!"" .~ -?; ...v~ 8onded~~ #.. <:5 ~ ~,.:~f- ..1' Public I.ll\Cle~.. ~'V ~ ;', 'OU&.......~f(.. d< ~ '" !.tr., <:;1 ~ .. ,\".... . ~ " '. --......., ~-, -_...,_._~~- __..,__m ." -.--.-.......--- CO~fM1JNITY ENGINEERING SERVICES, INC. Civil Engineerin,CJ · Sunwying · l'ndect ;\[wwgemen( February 10, 2000 Collier County Government Community Development Services Division 2800 North Horseshoe Drive Naples, Florida 33942 RE: Tract 7 at The Strand Utilities Within Easements To Whom It May Concern: After reviewing the as-built plans and information provided by the contractor, developer and surveyor, we hereby certify that all public water and sewer facilities fall within dedicated easements. Sincerely, COMMUNITY ENGINEERING SERVICES, INC. . .~ a G. Yanosik, P .E. Cc: George Parker S:\eng\PELICAN\GOLF _ COM\IMPROVEM\TRACT7\Tumover\Utility Easement Cert.doc 9200 Bonita Beach Road · Suile 21:3 · Bonita Springs, FL :34135 (~)Ln) 495,,0009 · f~LX (941) 495,,79a4 --------...- WARRANTY The Undersigned, Port ofthe Islands Construction, Inc., does hereby warranty and/or guarantee the Water Distribution facilities of The Strand - Tract 7 Replat, to be free from defects in material and workmanship for a period of one (1) year from the date of acceptance by the Collier County Board of County Commissioners. The undersigned party further agrees that they will, at their own expense, repair and replace all such defective work and all other work damaged by said defective work under this Warranty- Guaranty. It is further understood that the consideration for the giving ofthis warranty and/or guarantee is required by the General Conditions and Specifications under which the contract was let. DATE: December 13,1999 Port of the Islands Construction, Inc. BY~/~~~~ en Raban Operations Manager NOTARY PUBLIC ST ATE OF FLORIDA COUNTY OF COLLIER 1)p(em~(" , 1999. Sworn and subscribed to before me this lY:l:h day of :::LY\'f I ~ I ;;"00 ~ ~~~ My commission expires NOTARY PUBLIC ~",'\'" """II, ~~~ ~~~~~Ngll'~ ~ ~C) ...~\SSION i..~<? ~ ~ .. ~ :.t. . ~ ..:;:: . (jCi ~e '8, 200 ~.. ~ ,;:: :.lo... ':l~ ~ ~.. ~ ::: .~ (J). ::- ::*: ..... :*E ~. 't:>~. #CC 752149 j ~~ ." ;;>,. 'h. {:?g;:~ ~ -? ...()~ 8onded\"'\~~~"'... (j~ ~'9f' ./{PUblicU<;l~...~~~ ~'l/. P{;8........~a ~ 'III/ 'LtC Sip.., ~"", Illtlll ill" \\"'~ ~---- _..'---',,,-,~_,~ Official Receipt - Collier County Board of County Commissioners CDPR 1103 - Official Receipt Trans Number Date Post Date Payment Slip Nbr 171854 12/22/19992:50:14 PM 12/22/1999 UT 64029 PORT OF THE ISLAND CONS. WO 24388/23207 PELICAN STRAND TR. 7 ASHFORD LANR Payor: PORT OF THE ISLANDS CONST Fee Information I Fee Code I Description I GL Account Amount Waived I I 42CYIN I COUNTY INVOICES 140800000011510000000 $213.97 I Total $213.97 Payments Pa ment Code Account/Check Number Amount CHECK 10351 $213.97 Total Cash $0.00 I Total Non-Cash $213.97 Total Paid I $213.971 Memo: Cashier/location: TERILLA_J / 1 User: FOGLE_C Collier County Board of County Commissioners Printed:12/22/1999 2:50:32 PM CD-Plus for Windows 95/NT ----..' -----,._~ _.-'-- --.._---"._-- . ~.,.._----"...-.....---_.__.,.__.-- p.el MAR-06-ao 11:03 AM North Naples Fire Control & ResciUle Distri.ct FIRE PREVENTION BUREAU 1780 Immokalee Road. Naples, Florida 34110 "- (941) 597.9227. Fax (941) 597.3522 f"\ a. rc~ I I 2-000 Pelican Strand Development Corp. 10621 Airport Pulling Road N #1 Nap~s, FL 34109 Re: Fire Hydrant Acceptance Turnberry Woods 5905. 5895, 5921 Ashford La"e Dear sir, '-" The North Naples Fire Control and Rescue District has inspected for ownership and m~i:ntenance on the above hydrants, We have received payment for the above hydrant(s) ar,d now accept ownership and maintenance. $125.00 per hydrant times number of hydrants 2 = $ 250,00 $23.00 per thrust block times number of hydrants 3 = $ 69.00 ?ne flow charge at time of acceptance $35.00 = $ 35,00 Total: $ 354.00 Following are the results of the flow test: Static' 72 Residual. 36 Flow: 1502 Pitot 20 x 2 If you have any questions, please do not hesitate to give me a call at 597-9227, ~'n:J (. ~)'AJJ Ka'rl K. Reynolds, Fire Marshal Fire Prevention Bureau ~ Pd By CK# 3763 Date' 02/25/00 ~'--'"----",",-,~,-,,--, .. '~,""'-""--""'~'~'.'" COMl\lUNITY ENGINEERING SERVICES, INC. Civil Engineering · Surveying · Pn~;ect Management March 6, 2000 Collier County Government Community Development Services Division 2800 North Horseshoe Drive Naples, Florida 33942 RE: The Strand - Replat 7 (Tract 7) Fire Flow Testing To Whom It May Concern: Based on the fire flow test results provided by the North Naples Fire Control & Rescue District, minimum fire flow requirements have been met, Sincerely, COMMUNITY ENGINEERING SERVICES, INC. II) '1 -, ~,\\\\\UtI""",1. ~ XL- (,771 ~,\~~\p.. G. YA;t/"'.I. . ?p--'''' <...W .,11 tf-(A-Cd1.-1c, ~~ ......... (2 ~ ~ ..~"\ \ F I C"'...~~ Cynthia G. Yanosik, P.E. ;::.~ r:'~ ;:: ..t;J <<"..;..0 ::: . . ~ = ; No. 45250 ~ ~ Cc: George Parker = : : =: 'i.oo\ STATE OF :0: ~ "\~. ~ '" .~~ ~~. OR\~ ..~ ~ , '88;lJ....t~()# ~/I. NAl ~\'" 1111'''''m''\\\\~ 9200 Bonita Tkach Road · Suit.e 21a · Bonita Springs, I"L :~413h (94 1) 495,,0009 · f1lX (941) 495,,7984 --.----...-- ~...__m..___ COMMIJNITY ENGINEERING SERVICES, INC. Civil Engineering · Sul"t1eyin.q · Pndect Management February 10,2000 Collier County Government Community Development Services Division 2800 North Horseshoe Drive Naples, Florida 33942 RE: Tract 7 at The Strand Sewer Line Testing and Inspection To Whom It May Concern: Based on our review of the sewer videotapes, video reports, field inspections and lamping, the sanitary sewer system has been found to be in accordance with Collier County Land Development requirements. The sanitary sewer system for this phase of construction has been lamped and found to be in acceptable condition. No further testing was deemed necessary. Sincerely, COMMUNITY ENGINEERING SERVICES, INC. ~h~ Cynthia G. Yanosik, P.E. Cc: George Parker S:\eng\PEUCAN\GOLF _ COM\IMPROVEM\TRACT7\Tumover\Sewer Test and Inspect Cert.doc 9200 Bonit.a Tkach Road · Saik 21:3 · Bonita Spring",_ FL 34135 (941) 495,,0009 · fi:lx (941) 1195-7984 9419976645 PAINTS & COATINGS 533 P03 DEC 14 '99 11:25 &- cr-~QJ~ ....>>~ ~ .,.. ~9> ~~ ~ ~~ ~- a ~7' ~~ -fI "The Finest in Wastewater Structure Rehabilitation!" ~~ ., II" ~~ l! To Whom It May Concern: Please accept t . letter as cBrtUlcadoD that the structures supplied to, d '7 PI,'- L.. were double coated OD the inside.wUh Sherwin WIIUams brand COil Tar epoxy C-200. an acceptable bituminous or epo~y sealer. younT;;:;?:! ;// ,\,../ " ~ C:ai A. Laqu~u41r:l ~..,............~ Prdidenr / / I . J:.JiJ?: PI e . i ~..j(,1 II:lfH'ud, nrill~,'I.:lrk\V:,,' . 'I/,h. Fr. 'Inrs. 10"" -'.l'tU.l .. t)-lI-I)'t1-(,n-l5 .. ')~1..).t7-7117 F,\.\: ---.-- -.""'.... ...' ':1.:.. f! re [)) I' "" 0 h .) .'-~' (-~ .,; i I L''___. ~_._------ COLLIER COUNTY UTILITIES WASTEWATER DEPARTMENT PROJECT VIDEO REVIEW DATE OF REVIEW: 12-29-99 PROJECT NAME: The Strand. Tract 7 (North) ENGINEER OF RECORD: CONSTRUCTION CONTRACTOR: VIDEO CONTRACTOR: Sewer Viewer COMMENTS: Lines and services acceptable RECOMMENDATIONS: 5QLJ ACCEPTABLE: c==J REVIEW NUMBERED COMMENTS IN ONE YEAR: c==J NUMBERED COMMENTS UNACCEPTABLE: (REPAIR/REPLACE) c==J OTHER RECOMMENDATIONS: Jt0~.~ RECEIVED JAN 0 3 2000 WASTEWATER DEPAK i i'~L.; ," --- w ~.."_,___""._ "---.-..- _'__"___"'_'_MM"_'_"'"'.'__"__"___