The URL can be used to link to this page

Tarpon Cove, Phase 2MEMORANDUM DATE: TO: FROM: March 12, 1999 Maureen Kenyon, Supervisor, Clerk to Board Shirley Nix, Engineering Technician II~ Project Plan Review RE: Tarpon Cove, Phase 2 Water and Sewer Facilities Acceptance Recording Fee Number 113-138312-649030 On /.//OV,.~,m~)E:,f I~/ , j;lO0~_.- 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, in order: 1. Utilities Facilities Subordination, Consent and Joinder 2. UCC-3 ' s 3. Bill of Sale 4. Utilities Facilities Warranty Deed Also, please find attached the following documents for your files. 10. 11. Owner's Affidavit Attorney's Affidavit Copy of preliminary approval letter from Engineering Review Engineer's final payment confirmation Certification of pressure testing of water lines by Engineer of Record Bacteriological clearances (DER certification) for water facilities DER Placement-in-Service letter for sewer facilities Memorandum to Maureen Kenyon, Supervisor, Clerk to Board March 12, 1999 Page Two 12. Contractor's Final Release of Lien 13. Lab results on bacteriological test for water lines 14. Verification of final cost (Detailed: quantities, sizes, unit cost, total cost, etc.) 15. 16. Letter by Engineer certifying that all water and/or sewer facilities are located within the public right-of-way or dedicated easements 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 17. Payment of water usage, laboratory and administrative charges for filling, flushing and bacteriologically certifying water lines from invoice prepared by the Utilities Division 18. Letter from fire district regarding ownership and maintenance of fire hydrants and certification of field fire flow capacity testing 19. Certification of the inflow/infiltration test for the sewer lines by Engineer of Record 21. Copy of video tape test report 22. 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 23. One set of record drawings, signed and sealed by the Engineer of Record If you have any questions, please call and advise accordingly. attachments doc:2094-2 D'n ight !'% Clerk ('iFil: l:Ift I1[: EL IMMOKAI3:E 101 S FIRSI MAItCf) ISI ANI) 1040 WIN 1'~f~I t~I~Y EVERGI_ADES CITY 207 BRC)APWAY AVENUE B'¥': ()FI;ICIAI, i~, t~](.'. I']IPT When Validulcd RECEIPT: 2899225 PAYOR: BCC 113 138312 649030 REF: ENGINEERING REVIEW/S NIX DESCRIPTION RECORDING OF: LEGAL INSTRU~EN P.R.H.T.F. RECORDING FEE DOCUHENTARY STANPS - 70 DC: 6 DOCUMENTS DOC TYP FILE ID BOOK PAGE SUBORD 2446546 2522 168'7 UCC 2446547 2522 1695 UCC 2446548 2522 1702 UCC]) 2446549 2522 1709 B SALE 2446550 2522 1716 DE E D 2446551 2522 1 '7'24 AMOUNT DUE ~~ ...... 186.00 25.50 · 70 DE PT: R E C 0 Fi'.l') I NG TOTAL DUE: 212.20 This instrument prepared by: Stephen C. Pierce, Esq. 24301 Walden Center Drive Bonita Springs, Florida 34134 24465 6 OR: 2522 PG: 1687 RI¢ORDBI) In ONqClAL llJCOltD8 of ¢OLLIBII COllFl"lr, FL 03/11/1909 at t1:25111 DWIGHT m. BIOCl, CLBIti RlC Fit 37.50 tern: IIIGXIlllllltl IIVIIW ItlUI~llt SlllRLI! lll II? 5586 UTILITY FACILITIES SUBORDINATION AND CONSENT THIS SUBORDINATION AND CONSENT given this 2 ~ day of September, 1998 by PENNSYLVANIA NATIONAL BANK AND TRUST COMPANY, a national banking association (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 context requires. WITNESSETH' WHEREAS, Mortgagee is the owner and holder of that certain Real Estate Mortgage, Assignment and Security Agreement, recorded in Official Records Book 2309, Page 1981, as assigned by Collateral Assignment of Mortgage and Other Loan Documents recorded in Official Records Book 2327, Page 1978, both of the Public Records of Collier County, Florida (hereinafter referred to as "Mortgage"), encumbering the premises legally described therein, (hereinafter referred to as the "Encumbered Property"). WHEREAS, County has requested and received from the fee simple owner of the Encumbered Property non-exclusive easements for the installation and maintenance of 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 and subordinate its Mortgage to the interest that County has in the Easement Property to which request Mortgagee has agreed. NOW, THEREFORE, in consideration of TEN DOLLARS ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, the Mortgagee does hereby consent to the fee simple owner granting the non-exclusive easement referred to above and hereby subordinates the lien of its Mortgage to the grant of that certain easement described herein, over, under, and across the Easement Property and any interest of the County in the utility facilities located therein or affixed thereto. Except as subordinated to the easement described herein over, under and across the Easement Property or any 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 in the presence of: Signature ~ GLeRt~ ZRHoP.~H ~ E. p..[int Name Signature~ ~/r - Prfnt Narae PENNSYLVANIA NATIONAL BANK AND TRUST COMPANY, a national banking association Print N~ne) .-J£(3t7 .S'r,~ ~ Its: ",-' £~~' Vrce Pf~eSi&,~ r One South Center Street Pottsville, PA 17901 K:legal\forms\form4-u 16 OR: 2522 PG: 1688 STATE OF PENNSYLVANIA COUNTY OF The foregoing Utility Facilities S..ubordination a..nd Consent was acknowledged before me by personally ~own to me. WITNESS my hand and official seal this ~ day of September. 1998. p~i~n ~a~bel:ic ~,)~~ ~, ~i~ [Notary Seal] My Co~ission Expires: NOTARIAL SEAL Uftda A. Deatrich. Notary PublM Port.ilia, SohuylkiB County My Commisl~on Expires May 24. 1999 He is FROM .' P~-~asc~ni c FAX SYSTEM mHH' mm u i GNOLI IIl[llllh'T'~ Illllll'~. ~ T)T~T) IIIIlllJ,.J'~ Illlllbl'~ IIIIIIi I"~,Ty.' PHONE NO. : 94156622~J Aug. 03 1998 ~9: 50AM P2 OR: 2522 ?G: 1689 (REVISED 4-22-97) DESCRIPTION OF A INGRESSfEGRESS. UTILITY AND DRAINAGE EASEMEN-[ ALL THAT PART OF TRACT "B" TARPON COVE ACCORDING TO TEE PLAT THEREOF AS KECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC KECORDS OF COLLIER. COUNTY, FLOKIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHF~ST CORNER OF SA~D TRACT "B"; THENCE SOUTH 88005'59" WEST ALONG THE SOUTHERLY LINE OF SAID TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SAID SOny LI2qE NORTH 08'23'13" WEST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PARCEL I-IP. REIN BEING 36'45'15" 46'16'21" 54'4['I. 1" 63'0,7'0l" 72'47'32" WEST 26.25 FEET; EAST 38.19 FEET; EAST 3.0.15 FEET; WEST 42.65 FEET; WEST 46.53 FEET; WE~T 38.75 FEET; WF.~T 26.40 FEET; WEST 50.66 FR1;:.T; WEST 41.67 FEW. T; WEST 40.30 FEET; WEST 39.58 FEET; WEST 56.51 FEET; WEST 18.72 FEET; WEST 37.74 FEET; WEST I61.77 FEET; WEST 65.38 FEET; DESCRIBED; ~T~_ -NCE NORTH 00'45'12" ~CE NORTH 07°3I'38'' /'HENCE NORTH 03'36'14" THENCE NORTH 03'56'51" THENCE NORTH 13' 10~9'? ~CE NORTH 22°04'52'' ~CE NORTH 28'4351" THENCE NORTH ~CE NORTH ~CE NORTH THENCE NORTH TH~'NCE NORTH ~N~ NOR~ 73'24'15" ~CE NOR~ 68'21'48" ~~ NOR~ 56'07'06" ~~ NOR~ 56'48~5" THENCE NORTH 6502i'44- WEST 29.54 FEET; TEENCE NORTH 73' 10'57" WEST 22.03 FEET TO AN 12qTERSECTION ~ THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS NORTH 87'25'12" WEST 81.00 FEKT; TH'RNCE NORTHERLY, NORTHWESTERLy, WESTERLY, AND SOUTH~STERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 123'30'15" AN ARC DISTANCE OF 174.60 FEET; THENCE SOUTH 59o04'33- WEST 30. I0 FEET TO A POINT OF CURVATUR~ CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF l'06.00 FEET; THENCE SOLTf-I~STEKLY, A~FD SOU ~h~P~L¥ ALONG Ti-LE A_R.C OF S ,A.~ C[~V'E THROUGH A CENTKAL ANGLE OF $3'33'25" AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; S~KT 1 OF 6 EXHIBIT 'A " bf, ain OtTsce: 7,t00 Tami=mi Trail N., ~cc 2~, Haply, F~g~ 33963 · (941) ~97-311 i - F.%~: (~I ~ ~: 162S Hend~ St., X~ l 01, Fore Myc~, Flo~da 3390 [ - (941 ) 134-1 [ 73 - F.MY: (941 : Panasonic FAX SYSTEM PHONE NO. : 941566221~13 A,~9. 03 19913 ~:~ P3 OR: 2522 ?G: 1690 THENCE SOUTH 66o12,18" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 14.f)0 FEET; THENCE SOLrrH 42°56,35'. WEST 61.63 FEET; THENCE SOUTH 34°08,32- WEST 47.23 FEET; THENCE SOUTH 35'4?52" WEST 69. I5 FEET; THENCE SOUTH 37°07,58.. WEST 37.63 FEET; THENCE SOUTH 32°56,54,, WEST 37.88 FEET; THENCE SOUTH 29°01,47- WEST 32.87 FEET; THENCE SOUTH 24'35'26" WEST 47.10 FEET; THENCE SOUTH 19'12'51" WEST 4f).97 FEET; THENCE SOUTH I3o27,33" WEST 53.69 FEET; THENCE SOUTH 03o 12-39- WEST .44.24 FEET; THENCE SOUTH 39'55'11" EAST 47.18 FEET; THENCE SOUTH 65°38~2. EAST 25:28 FEET; THENCE SOUTH 80'00'16" EAST 2I.f)l FEET; THENCE SOUTH 88°26,56'' EAST 201.81 FEET.; THENCE SOUTH 75' 18'07" EAST 70.:27 FEET; ~CE SOUTi~ 55'16'43" EAST 23.24 FEET; 2'[[ENCE SOUTH 45'52'38" EAST 19.74 FEET; ~CE SOUTI-[ 37°59,39,, EAST 17.16 FEET; ~CE SOUTI-134'55'55" EAST 132.76 I:3E;ET TO AN ]3~YF.,RSECTION 'vV]TH' ARC OF A NON-TANGENT Cr.~VE CONCAVE NORTHeASTERLy VfI-IOSE RAD~$ POINT BEARS NORTH $$.07'05# EAST 254.~6 FEET; TI-IENC~ SOUTI'IEASTERLY ALONG TI-IE ARC OF SAr~ CTJRVE THROUGH A CE1NTRAL' ANGLE OF 04'25'32- AN ARC DISTANCE OF 19.6(~ FEET TO AN INTERSECTION ~ A NON-'FANOENT LINE; ~C]~ SOUTH 43'09,13- .EAST ALONG SAr~_ NON-TANGENT I'JN'E A DISTANCE OF 37.45 FEET; THENCE SOUTH 49'26'02- EAST 41.67 FEET; THENCE SOUTH 43° 12'02- EAST 24.59 FEET TO AN INTERSECTION wrrH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS SOUTH 50'09'0~" WEST 209.00 FEET; SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'34'34" AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36' 16'22" EAST 115.51 FEET TO AN INTERSECTION WFFH THE NORTHWESTERLY RIGHT~3F.WAY LiNE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) AND THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTI-IEASTERLY WttOSE RADIUS POINT BEARS SOUTH 42' 19'34" EAST 275.00 FEET; THENCE NORTHEAS~¥ ALONG SAID KIGHT-OF-WAY LINE AY,~ THE A~C OF SAID CUR¥~ TI-~OUGH A CENTRAL ANGLE OF 12'52'42" AN ARC DISTANCE OF 61.81 FEET TO AN INTERSECTION WITH A SI'IEET 2 OF 6 EXHfBfT ~'A " ,/ · ' Panasonic FAX SYSTEM PHONE NO. : 94156622~J Aug. O3 1998 B9:51P~l P4 OR: 2522 PG: 1691 NON-TANGENT LnqF.; ,THENCE LEAVING SAID RIGHT-OF-WAY LIlq]E NORTH 52'27'37" W'EST ALONG SAID NON-TANGENT LINE A DIsTANcE OF 52.66 FEET; THENCE NORTH 36'16'22" WEST 65,35 FEET TO A POINT OF CURVATt/R.E CONCAVE SOUTHWESTERLy AND HAVING A RADIUS OF 256.00 FEET; TB]-iNCE NORTHW~TERLY ALONG TH~ ARC OF SAID CURVE THROUGH A CEKTRAL ANGLE OF ! 5'40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 220.00 FEET: THENCE NORTHWESTERLy ALONG THE ARC OF SAm CURVE THROUGH A CENTRAL ANGLE OF 17°0055- AN ARC DISTANCE OF 65.33 TKEN~ NORTH ]4'~'$$" WEST 134.47 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF ll0.00 FEET; ~NCE NORTHWESTERLY. AND WESTERLY ALONG THE ARC OF SA/D CURVE THROUGH A CEKIRAL ANGLE OF $3'31'00" AN ARC DISTANCE OF 168.13 FEET; THENCE NORTH 88'2656" WEST 124.71 FEET TO A POI1VT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RAD~S OF 94.00 F~L:T; TI4RNCE WESTERLy, NORTHWeSTERLy AND NORTI-m~y ALONG TIlE ARC OF SAID CURVE THROUGH A ~ ANGLE OF 110°01'30" AN ARC DISTANCE OF 180.51 ~ TO A POINT OF COMPOUND CURYATUR.E CONCAVE 80~TERLY AND HAVING A R. AD[US OF 470.00 FEET; TH]~Cl~ NORTHRRLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18"41'53" AN ARC D~TANCE OF 153.38 FEET TO A POINT OF RJ~VERSE CLI~VA~ CONCAVE NORTH'RrESTF-I~Y ~ HAVING A RADrUS OF 380.00 FEET; THENCE NOR~TERLy ALONG THE ARC OF SAID CURVE THROUGH A ¢~NTRAL ANGLE OF 10'50'37" AN ARC DISTANC~ OF 71.92 FEET TO A POI~IT OF REVF.,RSE CURVA~ CONCAVE SO~TF..RLy AND HAVING A RADIU$ OF I94.00 FEET; ~CE NORTHEASTERLy, AND E. ASTERI.Y ALONG THE ARC OF SAID CUR~ TKROUGH A CENTRAL ANGLE OF 63'04'12" AN ARC DISTANCE OF 213.55 FEE'T TO AN I1VTERSECTION WITH A NON-TANGENT LINE; THENCE SOLFI~ 04'36'33" WEST ALONG SAID NON-TANGENT !._rNE A DISTANCE OF $.00 FEET: THEnCE 8OUTH 86'02'21" FAST 10.00 FEET; THEN~ NORTH 04'36'33" EAST 5.00 FF~T TO AN INTEL~SHCTION WITH THE ARC OF A NON-TANGE1VT CURV~ CONCAVE SOny WHOSE RA.DIUS POIINT BEARS SOUTH 05'27'16" Vv':~ST 19,~.00 F~ET; THENCE EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°25'39" A.N ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 EXHIBIT FROM Panasoni c FAX SYSTEM PHONE NO. : 94156622~3 Aug. 03 1998 D9:51AM P5 OR: 2522 PG: 1692 THENCE SOUTH 56'07'06" FAST 184.30 F~ET TO A POINT OF CURVATURJ~ CONCAVE NOKTHEASTERLY AND HAVING A RADIUS OF 280.00 F~ET; THENCE SOUTHRA~TERLY AND EASTERLy' ALONG THE ARC OF SAID CUP, VE THROUGH A CENTRAL ANGLE OF 21 ° 19'04" AN ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CUP~VATURE CONCAV~ SOUTHW~S~¥ AND HAVI1WG A RADIUs OF 230.07 FELT; TH]~NCE EASTERLY, SOUTHEASTERLy AND SOny ALONG THE ARC OF SAID CU~ THI~OUGH A CENTRAL ANGLE OF 87'37~6" AN ARC DISTANCE OF 35 !.85 FEET TO A POINT OF Ra-VE~E CURvATU1~ CONCAVE EAST~y AND HAVING A RADIUS OF 230.00 F~ET; TI~J~NCE SOUTHERLY ALONG ~ ARC OF SAID CURVE THROUGH A ~ ANGLE OF 20°$2'17" AN ARC DISTA/qCE OF 83.78 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE NORTH 57'44'32" EAST ALONG SAID NON-TANGENT ~ A DISTANCE OF 51.70 FEET TO TI~ POINT OF BEGINN~(3 OF TH]5 PARCEL · I4]~E~ DESCRIBED. CONTAJNING 2.773 ACRF..$ OF LAND MORE OR LESS; SUB/ECT TO EAS~s AND RESTRI~IONS OF I~CORD. AONOLI, BARBER. & BRUNDAOE, INC. PROFESSIONAL ENG--, PLA/VNERS AND LAND SURVEYORS BY ~ R. ALVAREZ, P.S.M. NO. 5358 REF: ABB DRAW11~G FILE NO. 6024 S~T 4 OF 6 EXHIBIT "A ' Fl~l : P~sc~n ~ ~ FAX $~T~ PHO~ ND. : 9415662L~3 Aug. 03 1998 ~9:5L~1 P6 OR: 2522 PG: 1693 · I Ir,, I ~ I I i ! ~) mllmmmmmm ~ mmmmmmmmmmm i ~ mmglllmmm . mE )mi CROM : Panasonic FAX SYSTEM PHON~ NO. : 9415662~J Aug. 03 1998 Bg:5:3RH P7 *** OR: 2522 PG:'1694 STATE OF FLORIDA UNIFORM COMMERCIAL CODE STATEMENT OF CHANGE FORM UCC-3 (RE~/. 1993) This Statement of Change is presented to a filing officer pursuant to the Uniform Commercial Code: 1. Debtor (Last Name First if an Individual) 1 la. Date of Birth or FEI# CKAP Corporation, a Florida corporation ib. MailingAddress 1lc'city'State 9131 College Parkway, Suite 13B,No.20~ Fort Myers, FL 2. Additional Debtor or Trade Name (Last Name First it an Individual) lld. Zip Code 33919 Date of Birth or FEI~ 2a. HCC, Inc., a Florida corporation 2b. Mailing Address 12c. City, State 2d. Zip Code 9131 College Parkway, Suite 13B,No207I Fort Myers, FL 33919 3. Secured Party (Last Name First if an Individual) Penn.~ylvania National Bank and Trust Company; 3a. Mailing Address 3b. City, State 1 3c. Zip Code One South- Centre Street Pottsville, PA I 17901 4. Additional Secured Party (Last Name First if an Individual) 4a. Mailing Address 14b. City, State /4c. Zip Code This Statement refers to original Financing Statement bearing file number: A. {~l Continuation- B. [~ Release- C. [~} Full Assignment- D. [~l Partial Assignment- E. {~1 Amendment- F. [~ Termination- G.z~I Other- OR 2317, PO 1311 filed on The original Financing Statement between the Debtor and Secured Party bearing the file number six~vn above Is continued. The Secured Party releases the collateral described in Block 7 below from the Financing Statement bearing the file number shown above. RELEASE DOES NOT TERMINATE LIEN AGAINST DEBTOR. All of the Secured Party's Hghts under the Financing Statement have been assigned to the assignee whose name and address is shown In Block 7 below. Some of Secured Party's rights under the Financing statement have been asaignad to the assignee wflese name and address Is shown In Block 7. A description of the collateral subject to the assignment ia also shown in Block 7. The Financing Statement bearing the file number shown above is amended as set forth in Block 7. (See instructions for signature requirements.) The Secured Party no longer claims an Interest under the Financing Statement bearing the file number shown abeve. Utility Facilities Subordlnntion and Consent Description of collateral released or assigned, Assignee name and address, or amendment. Use additional sheet(s) if necessary. Utility facilities lying within the property described on Exhibit "A" attached hereto and made a part hereof. 8. Signature(s) of Debtor(s): (only if amendment - see instructions) Signature(s) of Secured party(les): Pennsylvania National Bank and Trust Company 11. Return Copy t~ 10. Numar of Ad itio al Sh~ts Presented Name [ ~b~ HurOn Address I WCI Co~aities 24301 Walden Center Drive Address ~nita Sprigs, ~ 34134 Ci~. State, Zip ~ I This space for use of Filing Officer 2146517 OR: 2522 PG: 1695 ~ICOIDID in OHICIAL IICO~DS of COLLIlit CO~l, Il 03/11/IH9 at 11:25~ DVlGtlY l. BLOC[, CI31K -- tlc t~! 33.0 II~litllIl$ i~Iil SlHICI$ FLUNG OFFICER COPY.:i:~;:~' STANDARD FORM FORM UCC-3 ' ' ~~s~'~°'s~%~*~ FROM : Panasonic FAX SYSTEM PHONE NO. : 9415662203 Aug. 03 1998 89:50AM P2 Pmr%~orul cn~iflccrs, p "~flcfl & I~d sur~ .~7o~ OR: 2522 PG: 1696 (REVISED 4-22-97) DESCRIFI~ON OF A TNGRESS/EGRESS. UTILITY AND DRAINAGE EASEMEN-[ ALL THAT PART OF TRACT "B" TARPON COVE ACCORDING TO THE PLAT THE~OF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC RECORDS OF COLLIER COUNTY, FLOR/DA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO~ClNG AT THE SO(/IqIT~ST CORNER OF SAtD TRACT "B"; TI~NCE SOUTH 88°0Y59" WEST ALONG THE SOUTHERLY LINE OF SAID TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SAID SOUTHE~y LINE NORTH 08'23'13" V~EST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PAKCEL I4~-KEIN BEING DESCRIBED; Tt~_ .NCE NORTH 00'4Y12" THENCE NORTH 07" 3 I'38" THENCE NORTH 03'36'14" THENCE NORTH 03 * 56'51" THENCE NORTH 13'10'29, THENCE NORTH 22'04'$2" THENCE NORTH 28'43'51" THENCE NORTH THENCE NORTH THENCE NORTI-I THENCE NORTH THENCE NORTH TH~NC~ NORTH ~CE NORTH THENCE NORTH :56'07'06" THENCE NORTH 56'48'25" WEST 26.25 FEET; EAST 38.19 FE~T; EAST 3.0.15 FEET; WEST 42.65 FEET; VCEST 4~.53 FEET; WEST 38.75 FEET; WEST 26.40 FEET; 36'45'15" WEST 50.66 FRF. T; 46°16'21" WEST 41.67 FEF. T; 54'4['11" W~ST 40.30 FEET; 63'0.7'01" WEST 39.58 FEET; 72'47'32" WEST 56.51 FEET; 73"24't5" WEST 18,72 FEET; 68'2I'48" WEST 37.74 FEET; WEST 161.77 FEET; WEST 65.38 FEET; THENCE NORTH 65"2I'4,4" WEST 29.54 FEET; THENCE NORTH 73' 10'57" WEST 22.03 FEET TO AN INTERSECTION V~q'H THE ARC OF A NON-TANGENT CLrRVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS NORTH 87'25'12" WEST 81.00 FEET; THENCE NORT'ri~RLY, NOR~STERLY, WESTERLY, AND SOUTHWESTERLY ALONG THE ARC OF SA/D CURVE THROUGH A CENTRAL ANGLE OF I23'30'15" AN ARC DISTANCE OF 174.60 FEET; THENCE SOUTF/59°04,33" ~r. ST 30.10 FEET TO A POrNT OF CURVATUR~ CONCAVE SOUTH~ASTERI. y AND HAVING A RADUJS OF [06.00 FEET; IZ.4ENCE SOUT, ?,vESTEi'~.Ly, A~NT) SOUTi~.~p~L? y ALONG THE ARC OF S.~.~ CUKVB THROUGH A CENTRAL ANGLE OF $3-33'25- AN ARC DISTANCE OF 99.08 F~T TO AN INT~SE~ON WITH A NON-TANGENT LINE; SH~F.T I OF 6 ~XHIBZT 'A " bi-,in OR~.~.. 7400 '~amJami Trail N., ~cc 2~, NapleS, F~d~ 33963 · (941 } ~97-$[ l I - F.~Y: (~l) ~6-220S ~ ~ 1625 Hcnd~ St., S~ 10l, Fort Myth, Flodda 3390 [ - (941) 33&-1 I7; - F.MY: (94I) 334-~ 17~ : Panasonic FlqX SYSTEM PHC]NE NO. : 94156622~3 Aug. 03 1998 139:5i~:~t'~ P3 OR: 2522 PG: 1697 THENCE SOUTH 66" 12'18" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 14.90 FEET; THENCE SOUTH 42'56'35" WEST 61.63 FEET; THENCE SOUTH 34°08,32" WEST 47.23 FEET; THEI~GE SOUTH 35'47'52" WEST 69.15 FEET; THENCE SOUTH 37'07'58" WEST 37.63 FEET; THECESOUTH THEN~SO~ THENCESOUTH THECESOUTH 32'56'$4" 29°01 '47" 24'35'26" I9'12'51" THENCE SOUTH 13'27'33" THENCE SOUTH 03' 12'39" THENCE SOUTH 39'55'11" WEST 37.88 FEET; WEST 32.87 FEET; WEST 47.10 FEET; WEST 49.97 FEET; WEST $3.69 FEET; WEST .44.24 FEET; EAST 47.18 FEET; THENCE SOUTH 65'38'32" HAST 25.28 FEET; ~CE SOUTH 80'00'16" PAST 21.91 FEET; TftLa~CE SoIIrH 88'26'56', EAST 201.81 FEET.; THENCE SOUTH 75' 18'07" EAST 70.27 FEET; TI-EENCE SOLglTi 55'16'43" EAST 23.24 FEET; 'rf{E~CE SOUTH 45'52'38" PAST 19.74 FEET; ~CE SOUTH 37'59'39" EAST 17.16 FEET; TH]~CE SO[YrH 34'55'~$5" F..AST 132.76 FEET TO APt INTERSECTION W1TH AKC OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARs NORTH 55'07'05" HAST 2.54.56 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL' ANGLE OF 04"25'32" AN ARC DISTANCE OF ! 9.66 FEET TO AN INTERSECTION ~ A NON-TANGENT LINE; TI-IENCE SOLrl~143'09'13" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 37.45 FEET; TI~ENCE SOUTH 49'26'02" FAST 41.67 FEET; THENCE SOUTH 43o 12,02- EAST 24.$9 FEET TO AN INTERSECTION ~ THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLy WH~E RADIUS POINT BEARS SOUTH 50'09'0~" WEST 209.00 FEET; TIa~tCE SOUTHEASTEI~y A~ONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'34'34" AN ARC DISTANCE OF 13.05 FEET; TI-EENCE SOUTH 36'16'22" EAST 115.51 FEET TO AN INTERSECTION ~ THE NORTHWESTERLY RIGHT. OF.WAY LINE OF TRAT "R" TARPON COVE DR/VE (50' RIGHT-OF-WAY] AND TI-Il/ ARC OF A NON-TANGENT CURVE CONCAVE $OU77r~ASTERL¥ WHOSg- RAD~$ POINT B~-ARS SOI,;'I~-{ 42' 19'34" FAST 275.00 FI/ET; TH'a~CE NORTHiEASTERLY ALONG SAID ,~O..x/T-OF-WAy AND Ti-iT. AR.C OF SA/D CURVE THROUGH A CENT~ ANGLE OF 12'$2'42' AN ARC DISTANCE OF 61.81 FEET TO AN INTP2,SECTION WITH A SHEET 2 OF 6 , ~ EXHIBIT ./ EROM : Panasonic FAX SYSTEM PHONe NO. : 9415GG22~3 Aug. 03 1998 Bg:51AM P4 OR: 2522 PG: 1698 NON-TANGENT LnVE; .THENCE LEAVING SAID RIGHT-OF-WAy LINE NORTH 52'27'37" W~ST ALONG SAID NON-TANGENT LINE A DISTANCE OF 52.66 FEET; THENCE NORTH 36'16'22" WEST 65,35 FEET TO A POINT OF CURVA~ CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET; THENCE NORTHWESTERLY ALONG TH~ ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°40'28', AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTt~ASTERLY AND HAVING A RADIUs OF 220,00 FEET; THENCE NORTHWESTERLY' ALONG TI-EE ARC OF SAID CURVE THROUGH A CE'NTRAL ANGLE OF 17°0055'' AN ARC DISTANCE OF 65.33 FEET; THENCE NORTH 34°55,55'' WEST 134.~7 FEET TO A POINT OF CU~VATUP~ CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1~0.00 FEET; THr~ NOR'IHW~TERLY, AND VF~S~y ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF $3 °31'00" AN ARC DISTANCE OF 16~. 13 FEET; TEENCE NORTH 1~8'2656" WEST 1:24.71 FEET TO A POINT OF CURVATURE CONCAVE NOR~TF2~y AND HAVING A RADIUS OF 94.00 FEET; TI4]~CE 'WESTERLY, NOR~iWESTERL¥ AND NORTI~_ .RLY ALONG THE AKC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I10°01'30" AN ARC DISTANCE OF 180.51 FEET TO A POINT OF COMPOUND CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE NOKTI4~_.~y AND NORTHEASTERLy ALONG TI{E ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I s'41'53" AN ARC DI2STANCE OF I53.38 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTR3NESTEP, Ly AND HAVING A RADIUS OF 380.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CUrVE THROUGH A CENTRAL ANGLE OF 10'50'37" ANARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CURVA~ CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 194.00 FEET; THENCE NORTHEASTERLy. AND EASTERLY ALONG THE ARC OF SAID CUKVE THI~OUGH A CENTRAL ANGLE OF 63'04'I2" AN ARC DISTANCE OF 213.55 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04-36~33- WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOI/I~ 1~6'02'2I" FAST 10.00 FEET; THENCE NORTH 04"36~33" EAST 5.00 FEET TO AN INTEKSECTION WItH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POIIWT BEARS SOUTH 0~'2716" WEST 194.00 FEET; THEN~ EASTERLY' ~2qD SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28'25'39" AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6, EXHIBIT : Pamasonic FAX SYSTEM PHONE NO. : 94156622~3 Aug. O3 1998 ~F3:51~1~ P5 OR: 2522 PG: 1699 ~CE SOUTH 56'07'06" FAST 184.30 FEET TO A POINT OF CURVATUR~ CONCAVE NORTHEASTERLy AND I:IAV]NG A RAD~S OF 280.00 F~ET; THENCE SOUTH~_~STERLY A/VD EASTERLy ALONG TH~ ARC OF SAID CURVE THROUGH A CE~ ANGLE OF 21 '19'04" AN ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOU~STERLY ~ I4_AVING A RA/)UjS OF 230.07 FE]ST; THENCE EASTERLY, SOUTHEASTERLy' AND $OU~_.RLy ALONG TH~ ARC OF SAID CURVE THI~OUGT-I A CENTRAL ANGLE OF 87'37'26" AN ARC DISTANCE OF 351.85 Fg~ TO A POINT OF REVERSE cURVA~ CONCAVE EAST~P, Ly AND HAVING A RADIUS OF 230.00 FEET; ~CE SOUTHERLY ALONG THE ARC OF SA/D CUKVE THROUGH A CENTRAL ANGLE OF 20'$2'I7" AN ARC DISTAN~ OF ~3.78 FEET TO AN INTERSECTION 'WITH A NON-TANGENT LIN~; THENCE NORTH 57-44~]2- FAST ALONG SAID NON-TANGENT ~ A DISTANCE OF ~1.70 FEET TO THE POINT OF BEGINNING OF TITE PARCEL · IaF-_KEIN DESCRIBED. CONTAINING 2.773 ACRES OF LAND MORE OR LESS; SUB/ECT TO EAS~s AND RESTRICTIONS OF RECORD. AONOLI, BARBER & BRUNDAOE, INC. PROFESSIONAL ENGnVaF_aS, PLANNERS AND LAND SURVEYORS BY ~ R. ALVAR.EZ, P.$.M. NO. 5358 REF: ABB DRAWING FILE NO. 6024 SHEET 4 OF 6 EXHIBIT "A ' Panasonic FAX SYSTEM PHI]HE HO. : ~415F::~22~3 Pug. 03 I~F::J~ DcJ:52PI'l P~ R,~II.[BTT "A " -, . FROrl : Panasonic FI:IX SYSTEr'I PH(]I,~ NO. : 9415F::,622~3 1:~.9. 03 19913 1~:53Pf"t P7 UNIFORM COMMERCIAL CODE sTATEMENT OF CHANGE FORM UCC-3 (REV. 1993) This Statement of Change is presented to a filing officer pursuant to the Uniform Commercial Code: 1. Debtor (Last Name First if an Individual) [ la. Date of Birth or FEI# CKAP Corporation, a Florida corp_orat~ion lc. City, State ld. ZipCode lb. Mailing Address 33919 9131 College Parkway, Suite 13~B, No. 20~ Forgl Myers_. FL 2. Additional Debtor or Trade Name (Last Name First if ~-~]ndividual) 2a. Date of Birth or FEI# HCC, Inc., a Florida corporation 2b. Mailing Address 12c. City, State 2d. Zip Code 9131 College Parkway, Suite 13-B, No. 209 Fort Myers, FL 33919 3. Secured Party (Last Name First if an Individual) Pennsylvania National Bank and Trust Company 3a. Mailing Address 3b. City, State 3c. Zip Code One South Centre Street Pottsville, PA 17901 4. Additional Secured Party (Last Name First if an Individual) 4a. Mailing Address 14b' city' State 14c' zip c°de 5. This Statement refers to original Financing Statement bearing file number: OR Book 23'27 ~ PG 1925 filed on 6'A.O C.l~l G.~ Other- Continuation - Release - Full Assignment - Partial Assignment - Amendment - Termination - The original Financing Statement between the Debtor and Secured Party bearing the fils number show~ above la cor~tinued. The Secured Party releases the collateral described in Block 7 below from the Financing Statement bearing the file number shown above. RELEASE DOES NOT TERMINATE LIEN AGAINST DEBTOR. All of the Secured Party's rights under the Financing Statement have been assigned to the assignee whose name and addresels shown in Block 7 below. Some of Secured Party's rights under t he Financing statement have been assigned to the assigne~ whose name and address is shown in Block 7. A description of the collateral subject to the assignment is also shown in Block 7. The Financing Statement bearing the file number shown above is amended as set torth in Bk~ck 7. (See instructions for signature requirements.) The Secured Part~f no longer claims an interest under the Financing Statement bearing the file number shown above. Utility Facilities Subordination and Consent Utility Facilities lying on property described in Exhibit "A" attached hereto and made a part hereof. 8. Signature(s) of Debtor(s): (only if amendment - see instructions) 9. Signature(s) of Secured party(les): Pennsylvania National Bank and Trust its: E~e~rlV~CS P~--SioE~r 10. Number of Additidnal Sheets Presented 11. Return Copy to: 'Name Address Address City, State, Zip I I Company Robin Huffman WCI Communities Limited Partnership 2430L Walden Center Drive Bonita Springs, FL 34134 FLUNG OFFICER COPY STANDARD FORM - FORM UCC-3 This space for use of Filing Officer 2446548 OR: 2522 PG: 1702 IICOIDID in 0~HCIti 1~1~0~$ of COLLI~II C00FII, 03/11/1~ at 11:2510i I)fIOF[ I. ~l[0~I, CI~~ BIC Il! leer. n: IItGImlIIG. IIVIIV SlitVICI$ SltI~Lll III Approved by Secretary of State, State of Florida .FROM : Panasonic FAX SYSTEM PHONE NO. : 94156622~3 Aug. / ,nmunmF'A /llll~.J ,,",'LT^T T ·llllgL..LL~d.NILIJ..tL 03 19~ ~:50~:t~ ~ OR: 2522 PG: 1703 ALL THAT PART OF TRACT "B" TARPON' COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC KECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAiD TRACT "B"; THENCE SOUTH S$°05'59" WEST ALONG THE SOUTHERLY LINE OF SAID TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SA~ SOLFI'tiERLY LINE NORTH 08'23'13" WEST 2?0.8? FEET; TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; _THENCE NORTH 00'45'12" WEST 26.25 FEET; THENCE NORTH 07o]138" EAST 38.19 FEET; TI-IENCE NORTH 03'36'14" EAST 30,1S FEET; THENCE NORTH 03 °5651" WEST 42.65 FEET; THENCE NORTH 13' 10'29" WEST 46.53 FEET; THENCE NORTH 22°0452.. WEST 38.75 FEET; THENCE NORTH 28'4351" WEST 26.40 FEET; THENCE NORTH 36'45'15" WEST 50.66 FRRT; THENCE NORTH 46'16'21" WEST 41.67 FI~-T; THENCE NORTH 54'4t'I 1" WEST 40.30 FEET; THENCE NORTH 63'07'01" WEST 39.58 FEET; THENCE NORTH 72'4T32" WEST 56.51 FEET; THENCE NORTH 73'24't5" WEST 18,72 FEET; TEENCE NORTH 68'21'48" WEST 37.74 FEET; THENCE NORTH 56'07'06" WEST 161.77 FEET; THENCE NORTH 56'48'25" WEST 65.38 FEET; THENCE NORTH 65'21'~," WEST 29.54 FEET; 'rftL=NCE NORTH 73'1057" WEST 22.03 FEET TO AN INTERSECTION WITH TIlE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS NORTH 87"25'12" WEST 81.00 FEET; THENCE NORTHE~Y, NORTH~STERLY, WESTERLY, AND SOLrrH~TERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 123'30'15" AN ARC DISTANCE OF 174.60 FEET; THE1VCE SOUTI. t 59°04'33" WEST 30.10 FEET TO A POINT OF CURVATUKE CONCAVE SOUTHE~TE~Y AND HAVING A RADIUS OF 106.00 FEET; THENCE SOUTHWESTERLY, AND SOUT'a-ERLY ALONG Ti-~ ii%C O? S,~ CURVE THROUGH A CENTRAL ANGLE OF 55'33'25" AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; S~T 1 OF 6 £ZfI£BIT 'A " bf. ain Off'mc 7400 ~miami Trail N,, ~cc 2~, N~lcs, Flod~ 33963 · (94t) 597-~t I I - F.~Y: (~t) ~2203 ~ ~: 162~ Hcnd~ St., X~m [ 0 L, Fore Myc~, Flodda 3~901 - (941) 134- l ~ 75 - F.~Y: (94I) 3S4- ~ 175 · FROM : Panasonic FIqx SYSTEM PHONE NO. : 9415fi:~2L:~3 OR: 03 1998 i~3:50~H P3 2522 PG: 1704 THENCE SOUTH 66o12,18" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 14.90 FEET; THENCE SOUTH 42'56'35" WEST 61.63 FEET; THENCE SOUTH 34'08'32" WEST 47.23 FEET; THENGE SOUTH 35'47'52" WEST 69.15 FEET; THENCE SOUTH 37'07'58" WEST 37.63 FEET; THENCE SOUTH 32'56'54" WEST 37.88 FEET; THZ'N~ SOUTH 29'01'47" WEST 32.87 FEET; THENCE SOUTH 24'35'26" WEST 47.10 FEET; THENCE SOUTH 19'12'51" WEST 49.97 FEET; THENCE SOUTH I3'27'33" WEST 53.69 FEET; THENCE SOUTH 03' 12'39" ~CE SOUTH 39'55'11" THENCE SOUTH 65'38'32" THSNCE SOUTH 80'00'16" THENCE SOUTH 88"26'$6" THENCE S OUTI{ THENCE SOUTH 55'16'43" THENCE SOUTH 45'52'38" WEST 44.24 FEET; EAST 47. l 8 FEET; EAST 25.28 FEET; EAST 21.91 FEET; EAST 201.81 FEET.; EAST 70.27 FEET; EAST 233.4 FEET; EAST 19.74 FEET; 'I'H~CE SOUTH 37'59'39" EAST 17.16 FEET; THENCE SOLtl'H 34'55'55" EAST 132.76 FEET TO AN INTERSECTION WI//,{ TI-IE AKG OF A NON-T~G~ ~~ CONCA~ NORWay ~OSE ~S PO~ B~ NOR~ 55'07'05" ~T ~4.56 ~T; SO~~y ~ONG ~ ~C OF ~GLE OF ~'25'32" ~ ~C D~T~ OF 19.66 ~ TO ~ ~~E~ON ~ A NON-T~G~ f.~; DIST~C~ OF 37.45 ~ET; T~N~ SO~ 49'26'02" ~T 41.67 ~N~ SO~ 43'12'~- EAST 24.59 ~ET TO ~C OF A NON-T~G~ ~~ CONCA~ SO~s~y ~OSE ~S PO~ B~ SO~ 50'09'~" ~T 209.00 ~ET; SO~~y ~ONG ~ ~C OF S~ ~ ~OUGH A C~ ~GLE OF 03'34'34" ~ ~C D[ST~ OF 13.05 FEET; ~CE SO~ 36'16'22" ~T 115.5I FE~ TO NOR~S~y ~G~F-WAY L~ OF ~T "R" T~ON CO~ D~ (50' ~G~-OF-WA~ ~ ~ ~C OF A NON-T~GE~ C~ CONCA~ SOfTly ~OSE ~S PO~ BE~ SO~ 42' I9'34" ~T 275.~ FEET; ~CE NORthly ~ONG S~ ~G~-OF-WAY L~ ~ THE ~C OF S~ ~~ ~OUGH A C~~ ~GLE OF 12'52'42' ~ ~C DIST~ 0F 61.81 ~ET TO ~ ~~E~ION ~H A SI-IEET 2 OF 6 EXHIBIT ./ FR~M : Panasonic FAX SYSTEM PH[]NE NO. :-94156622~3 Aug. 03 1998 1~9:511:~1 P4 OR: 2522 PG: 1705 NON-TANGENT LINE; .THENCE LEAVING SA~q~ RIGHT-OF-WAY LIN]3 NORTH $2'27'37" WEST ALONG SAID NON-TANGENT LII~ A DISTANcE OF 52.66 FEET; THENCE NORTH 36'16'22" WEST 65.35 FEET TO A POINT OF CUI~,¥ATURI¢_ CONCAVE SOUTHWESTERLy AND HAVING A RADIUS OF 256.00 FELT; THENCE NOR~TERLy ALONG TI-IE ARC OF SA/D CUP, VE THROUGH A CENTRAL ANGLE OF 15°40~25" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATUl~ CONCAVE NORTHEASTERLY AND HAVING A RADIUs OF 220.00 FEET; T]4~ICE NORTHWESTERLY ALONG THE ARC OF SAte) CURVE THROUGH A ~ ANGLE OF 17o00'55" AN ARC DISTANCE OF 65.33 FEET; TI4ENCE NORTH 34°55,55,, W~.ST 134.47 FEET TO A PO]/qT OF CUR. VA~ CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 150.00 FELT; THENCE NORTH3NF~TERLY, AND WESTERLY ALONG THE ARC OF SA/D CURVE THROUGH A CENTRAL ANGLE OF 53'31 '00" AN ARC DISTANCE OF 168. I3 FEET; THENCE NORTH 88'26'56" WEST t24.71 FEET TO A POINT OF CUP, VATU]~ CONCAVE NORTHEAS~Y AND HAVING A KADfUS OF 94.00 FEET; TI4ENCE WESTERLY, NORTH3/VESTERLy AND NOR~Y ALONG THE AKC OF SAI'D CURVE THP, OUGI-I A CENTRAL ANGLE OF 110'01'30" ANARC DISTANCE OF 180.5I FEET TO A POINT OF COMPOUND CURVA/TJI~ CONCAVE SOUTHEASTERLY A_ND HAVING A RADIUS OF 470.00 FEET; THENCE NOR1/-IERLy AND NOR1/'IEASTERLY ALONG THE AKC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18'41'53" AN ARC DISTANCE OF I53.38 FEET TO A POINT OF KEVERSE CUR.VA~ CONCAVE NORTil'WESTERLY AND HAVING A RADIUS OF 380.00 FEETi THENCE NORT~-ASTERLY ALONG THE ARC OF SAID CURVE 'tHROUGH A CENTRAL ANGLE OF 10'50'37" AN ARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CUKVATUR.E CONCAVE SOU'i/-{EASTERLY AND HAVING A RADIUS OF 194.00 FEET; TI-IENCE NORTHEASTERLY. AND EASTERLY ALONG THE ARC OF SAID CURVE TI-IP, OUGH A CENTRAL ANGLE OF 63'0~'12" AN ARC DISTANCE OF 213.55 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04-36'33- WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; TI-IENCE SOUTI-186'02'2I' EAST 10.00 FEET; THENCE NORTI-[ 04'36'33" EAST 5.00 FEET TO AN INTEKSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE Sou'rI=IERLY WHOSE RADIUS POINT BEARS SOUTH 05o27'16" W-r. ST 194.00 FELT; THENCE EASTERLY AND SOUTI4F-ASTERL¥ ALONG THE ARC OF SAID CURVE THROUGH A CENTR. A~ ANGLE OF 28°25'39" AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 EXHIBIT '~" FROM : Panasonic FAX SYSTEM PHONE NO. : 9415662203 Aug. 03 1998 E~9:51AM P5 OR: 2522 PG: 1706 ~CE SOUTH 56'07'06" EAST 184.30 FEET TO A POIb~I' OF CU~VA~ CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 280.00 FEET; TH]~NC]E SOUTHEASTERLY AND EASTHRLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21 ' I9'04~ AN ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 230.07 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87°37'26'' AN ARC DISTANCE OF 351.85 FEET TO A POINT OF KEVERSE CURVA'I/JRE CONCAVE ~RLy AND HAVING A RADIUS OF 230,00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A C'EKrRAL ANGLE OF 20'52'I7' AN ARC DISTANCE OF E3.75 FEET TO AN ~ECTION WIFE A NON-TANGENT LINE; THENCE NORTH 57'44'32" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51,70 FEET TO THE POINT OF BEGINNING OF THE PARCh_r_ KEREIN DESCRIBED. CONTAINING- 2.773 ACI~$ OF LAND MORE OR LESS; SUB/EC"T TO EAS~s AND REST~CTION$ OF RECORD. AONOLI, BARBER, & BRUNDAOE. llqC. I'~OFESSIONAL ENG--. ?~ AND LAND SURVEYORS BY ~ R. ALVAR~, P.S.M. NO. 5358 REF: ABB DRAWING FILE NO. 5024 SH]~T 4 OF 6 EXHIBIT ~A ~ I'~E)M : Panasonic FI:IX SYSTEM PHONE NO. : 941,SGG2Z~3 l::lug. 03 1998 IDD:52PI'l P6 I:'1~ : Panasor'~ic FAX SYSTEM PHE~ NO. : 9415~:::~22~3 I:tug. 03 19913 {~:531:~1 P7 ~ STATE OF FLORIDA UNIFORM COMMERCIAL CODE STATEMENT OF CHANGE FORM UCC-3 (REV. 1993) This Statement of Change is presented to a filing offmer pursuant to the Uniform Commercial Code: 1. Debtor (Last Name First if an Individual) t la. Date of Birth or FEI# CI~ Corporation, a Florida corporation lc. City, State Ild'ZiPc°de lb. Mailing Address p3919 9131 Co'lle§e Paris, ray, Suite 13-B, No. 207 Fort l~ers, FL 2. Additional Debtor or Trade Name (Last Name First if an Individual) 1 2a. Date of Birth or FEI# HCC, Inc., a'Florida corporation ] 2b. Mailing Address 2c. City, State 12d. Zip Code 9131 College Parkway, Suite 13-B, No 207 Fort Myers,' ~L ' .B3919 3. Secured Party (Last Name First if an Individual) Pe~.~ylvania Natiomal Ba~k and Trust Company 3a. Mailing Address 3b. City, State One South~ Centre Street Pottsville, PA 37c. Zip Code 901 4. Additional Secured Party (Last Name First if an Individual) 4a. Mailing Address 4b. City, State 4c. Zip Code This Statement refers to original Financing Statement bearing file number: OR ~ Continuation- ~1 Retease - -1 Full Assignment- ~. ] Partial Assignment- E. [~1 Amendment- F. ~1 Termination- G. ~ Other- 2327, PG 1941 tiledon The original Financing Stalement between the Debtor and Secured Party bearing the file number shown above Is continued. The Secured Party releases the collateral described in Block 7 below from the Financing Statement bearing the file number shown above. RELEASE DOES NOT TERMINATE LIEN AGAINST DEBTOR. All of the Secured Party's rights under the Financing Statement have been assigned to the assignee whose name and address is shown in Block 7 below. Some of Secured Party's rights under the Financing statement have been assigned to the assignee whose name and address is shown in Block 7. A description of the collateral subject to the assignment is also shown in Block 7. The Financing Statement bearing the file number shown above is amended as set forth in Block 7. (See instructions for signature requirements.) The Secured Party no longer claims an interest under the Financing Statement bearing the file number shown above. Utility Facilities Sbuordinmtion and Consent 7. Description of collateral released or assigned, Assignee name and address, or amendment. Use additional sheet(s) if necessary. Utility Facilities lying within property described on Exhibit "A" attached hereto and made a part hereof. 8. Signature(s) of Debtor(s): (only if amendment - see instructions) 9. Signature(s) of Secured party(les): Pennsylvania Natiomal Bank and Trust Company 1~: ;:~U rbnen !~:)'ptdt~i:ti°n al Sheet s Pr esented lame ~im Ruf fman ~ WCI Co---.mities iAddress 24301 Walden Center Drive Address Bonita Sprimgs, FL 34134 City, State, Zip I This space for use of Filing Officer 2446H9 OR: 2522 PG: 1709 ilC0~10 in O~/lCI~ MC0~S of COLLIIR C01~lfI, 03/11/1999 at II:25~ OWI~ I, Bi~l, CLSH uc m 32.0 ~I~I III lit STANDARD FORM - FORM UCC-3 Approved by Secretary of State, State of Florida FRDM : Panasonic FAX-SYSTEM /mmmluFA · ImmI~l ~b)UU mmllmhl') IIIII/1"~ ~ ~'D IIIiilin IIi/iii I'~nT PHONE ~. : 94156:~2Z:~3 t:~ug. 03 1998 [~:50P/q P2 OR: 2522 PG: 1710 ALL THAT PART OF TRACT "B" TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC KECORDS OF COLLIER COUNTY, FLOP. IDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SO[rrHEAST CORNER OF SAiD TRACT "B"; THENCE SOUTH 85°05'59" WEST ALONG THE SOUTHERLY LINE OF SAID TRACT 'B" A DISTANCE OF 43zk09_ FEET; THENCE LEAVrNG SA~ SOUTHERLY LINE NORTH 08'23'13" WEST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; ~THKN. CE NORTH THENCE NORTH THENCE NORTH THENCE NORTH TI-IENCE NORTH THENCE NORTH 00'45'12" WEST 26.25 FEET; 07°31'38'' EAST 38.19 FEET; 03'36'14" EAST :3.0.15 FEET; 03'56'51" WEST 42.65 FEET; 13' 10'29" WEST 46.53 FEET; 22'04'52" WEST 38.75 FEET; 28'4Y51" WEST 26.40 FEET; TKENCE NORTH 36'45'15" TH]~CE NORTH 4~' 16.21" ~CE NORTH 54'4 l'I 1" TKENCE NORTH 63'0.7'01" ~CE NORTH 72°47'32" ~CE NORTH 73'24'! 5" ~CE NORTH 68'21'48" THENCE NORTH 56'07'06" THENCE NORTH 56'48'25" THENCE NORTH 65'21'd~" WEST 50.66 FEET; WEST 41.67 FEET; WEST 40.30 FEET; WEST 39.58 FEET; WEST 56.51 FEET; WEST ! 8.72 FEET; WEST 37.74 FEET; WEST I61.77 FEET; WEST 65.3 8 FEET; WEST 29.54 FEET; TI-IENCE NORTH 73'10'57" WEST 22.03 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTEWESTERLY WHOSE RADIUS POINT BEARS NORTH 87'25'12" WEST 81,00 FEET; THENCE NORTHERLY, NOR'FI{WESTERLY, WESTERLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I23'30'15" AN ARC DISTANCE OF 174.60 FEET; TI.{EN'CE SOUTH 59004'33'' WEST 30.10 FEET TO A POINT OF CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADrUS OF 1'06.00 FEET; T~..ENCE SOLrlZ.-{.V~'ESTE~.Ly, A~N'D SOUTHERLY ALONG Ti-_'E A~C OF SA~ CURVE THROUGH A CENTRAL ANGLE OF 53'33'25" AN ARC DISTANCE OF 99,08 FEET TO AN INT~SECFION W1TH A NON-TANGENT LINE; S~F~T I OF 6 ~XHIBIT 'A" FROm FAX SYSTEM PHONE NO. : 941566~--°83 Aug. 03 1998 ~:3:58~q~ P3 THENCE SOUTH 66' 12'18" WEST ALONG SA.rD NON-TANGENT LINE A DISTANCE OF I4.90 FEET; /'HENCE SOUTH 42'$6'35" WEST 61.63 FEET; THENCE SOUTH 34'08'32" WEST 47.23 FEET; THEHCE SOUTH 35'4?52" WEST 69. I5 FEET; THENCE SOUTH 37'0?58" THENCE SOUTH 32'56'54" THENCE SOUTH 29'01'47" TI{ENCE SOUTH 24'35'26" THENCE SOUTH 19'12'51" THENCE SOUTH I3'27'33" THENCE SOUTH 03' 12'39" THENCE sotn/-i THENCE SOUTH THENCE SOUTH THENCE SOUTH 39'55'11" 65'3832" 80'00'16" 88'26'56" THENCE SOUTR '/5' ! ~'07" TI-IENCE SOU/H 55'16'43" 'rI.{ENCE SOUTH 45'52'38" WEST 37.63 FEET; WEST 37.88 FEET; WEST 32.87 FEET; WEST 47.10 FEET; WEST 49.97 FEET; WEST 53.69 FEET; W'EST 44.24 FEET; EAST 47.18 FEET; EAST 25.28 FEET; EAST 21.91 FEET; EAST 201.81 FEET.; EAST 7O.27 FEET; EAST 23.24 FEET; EAST 19.74 FEET; THENCE SOUTH 37'59'39" EAST 17.16 FEET; THENCE SOUTH 34'55'55" EAST 132.76 FEET TO AN INTERSECTION ~ THE ARC OF A NON-TAN'GENT CURVE CONCAVE NOR.THEASTERLY WHOSE RADIUS POINT BEARS NOR.TH 55.07°05. EAST 254.56 FEAT; THENCE SOUTHEASTERLY' ALONG ~ ARC OF SAID CURvE THROUGH A CENTRAL' ANGLE OF 04'25'32" AN ARC DISTANCE OF 19.66 FEET TO AN IIVI'E~E~oN WITH A NON-TANGENT LINE; THENCE SOUTH 43'09'13" EAST ALONG SARI3_ NON-TANGENT L/NE A DISTANCE OF 37.45 FEET; THENCE SOUTH 49'26'02" EAST 41.67 FEET; ~CE SOUTH 43'12'02' EAST 24.59 FEET TO AN IIN-FE~E~ON wrrH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS SOUTH 50'09'04" WEST 209.00 FEET; THENCE SOU'fHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'34'34" AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36'16'22" EAST 115.51 FEk--r TO AN INTERSECTION WTFH THE NORTHWESTERLY RIGHT-OF.WAY LINE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) A.ND THE ARC OF A NON-TANGENT CURVE CONCAVE SO~TERLY WHOSE RAD~S POINT BEARS SOUTH 42' 19'34" EAST 275.00 FEET; THENCE NORTH2EASTERLY 3~r ONG SAID PJQ..F!T-©F-WrAy LIN'E 3uND THE AxR. C OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12'52'42" AN ARC DISTANCE OF 61.81 FEET TO AN INTERSECTION WITH A SHEET 2 OF 6 EXHIBIT "A" './ : Panason i ~ FAX SYSTEM PHONE NO. : 9415662~3 Aug. 03 1998 B9:51AM P4 NON-TANGENT LI2~IE; .THENCE LEAVING SAID RIGHT-OF-WAY LIN~ NORTH 52'27'37" WEST ALONG SAID NON-TANGENT LINE A DIsTANcE OF 52.66 FEET; THENCE NORTH 36o16'22" WEST 65.35 FEET TO A POINT OF CURVATUI~ CONCAVE SOUTHW]~STERLY AND HAVING A RADIUS OF 256.00 FEET; THENCE NORTHWEST~Y ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15'40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTI-IE~~¥ AND HAVING A RADIUS OF 220.00 FEET; THF~NCE NORTHWESTERLY ALONG THE ARC OF SAlaD CURVE THROUGH A CEN'IXAL ANGLE OF 17°00'55. AN ARC DISTANCE OF 65.33 FEET; THENCE NORTH 34'55'55" WEST 134.47 FEET TO A POINT OF CURVATUI~ CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 150.00 FEET; THENCE NORTHWF, STERL¥, AND WESTERLy ALONG THE ARC OF SA.ID CURVE THROUGH A CENTRAL ANGLE OF 53'31'00" AN ARC DISTANCE OF 168.I3 FEET; THENCE NORTH 88'2656" WEST 124.7I FEET TO A POINT OF CURVA~ CONCAVE NORTHEASTERLY AND HAVING A RADR/S OF 94.00 FEET; THENCE WES~y, NORTHWESTERLY AND NOR~Y ALONG THE ARC OF SALT) CURVE THROUGH A CENTRAL ANGLE OF 110'01'30" AN ARC DISTANCE OF 180.$I FEET TO A POINT OF COMPOUND CURVATUR. E CONCAVE SOUTttEASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF H1'41'53" AN ARC DISTANCE OF I53.38 FEET TO A POINT OF REVERSE CURVA~ CONCAVE NORTHWES~y AND HAVING A RADIUS OF 380.00 FF, ET; THENCE NORT~-ASTERLY ALONG THE ARC OF sam CURVE THROUGH A CENTRAL ANGLE OF 10'50'37" AN ARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHEASTERLy AND HAVING A RADIUS OF 194.00 FEET; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAn)_ CURVE THKOUGH A CENTRAL ANGLE OF 63'0,~'12" AN ARC DISTANCE OF 213.$5 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04'36'33" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOUTH 86o02,21" EAST 10.00 FEET; THENCE NORTH 04'36'33" EAST 5.00 FEET TO AN INT~EC~ON WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOny WHOSE RADIUS POINT BEARS SOUTH 0~'27'16" WEST 19~.00 FEET; THENCE EASTERLY AND $OU"F"~riEA~T~¥ A.LONG THE AKC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°25'39" AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 ~XHIBIT '~ " FROM : Pana. sorni c FAX SYSTEM PHONE NO. : 94i566221~3 Aug. 03 19"98 ~9:5IAM ~CE SOUTH 56'07'06" EAST 184.30 FEET TO A POINT OF CURVATLrRE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 280.00 FEET; THENCE SOUTHF. ASTERLY AND EASTERLY ALONG THE ARC OF SA.ID CURVE THROUGH A CENTRAL ANGLE OF 21 · 19'04" AN' ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CUR. vA~ CONCAVE SOI. FrHWESTERLY AND HAVING A RADU, JS OF 230.07 FEET; THENCE EASTE1U..Y, SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THKOU~ A CENTRAL ANGLE OF 87'37'26" AN ARC DISTANCE OF 351.85 FEET TO A POINT OF KEVlaR. SE CUP,-VA~ CONCAVE EASTERLY AND HAVING A RADFUS OF 230.00 FEET; TI'~NCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20°52'I7" AN ARC DISTANCE OF E3.78 FEET TO AN INTERSE~ON wrrH A NON-TANGENT LINE; THENCE NOR.TH 57-44~32,, EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEET TO THE POI1NT OF BEGINNING OF THE PARCEL I~_.R.EIN DESCRIBED. CONTAINING 2.773 ACRES OF LAND MORE OR. LF_.,SS; SUBJECT TO F-ASEME~S AND RESTRICTIONS OF RECORD, AGNoLI, BARBER & BKUNDAGE, INC. PKOFF. SSIONAL ]ENG~!;CS, PLANNERS AND LAND SURVEYORS BY ARIF~ R. ALVAREZ, P.S.M. NO. 5358 KEF: ABB DP~WING FILE NO. 6024 SHEET 4 OF (~ ~XHIBIT ~A ' FROM : Panasonic FAX SYSTEM PHON~ NO. : 9415662~3 Rug. 03 1998 Bg:52Pf~ P6 ~/YII.TI~TT 'Au FROM : Panasonic FAX SYSTEM PHONE NO. : 9415662~ Aug. I~J 1998 89:SJ~M P? 2446550 OR: 2522 PG: 1716 RICORDBD i~ OFFICIAL RICOIDS Oi COLLIJi COUFff, FL 01/11/19S0 at 11:25~ D~I~ I. B~, ~C FBI 37.50 ie~: INGIBSIRI~ ~VI~ SJ~I~S SHI~IY BILL OF SALE THIS BILL OF SALE evidencing the sale and conveyance of the water utility facilities described herein is made this ,d?-_fi day of /~cq~/ ,1998, by Armando Goenaga, Senior Vice President of WCI Communities Limitetl Partnership, a Delaware 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 COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns, (hereinafter referred to as "Buyer"). WITNESSETH: That said Seller, for and in consideration of the sum of Ten Dollars ($10.00) and 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 the Buyer, and the Buyer's heirs, successors and assigns forever, all those certain water 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.) 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. OR: 2522 PG: 1717 IN WITNESS WHEREOF, SELLER has caused these presents to be executed the date and . ab~vefitten. Witness Printed Name: Witness Printed Name: WCI Communities Limited Partnership, a Delaware limited partne~rghi~ Armando ~oenaga, Senig)' v ice Preside STATE OF FLORIDA COUNTY OF LEE The foregoing Bill of Sale was acknowledged before me by Armando Goenaga, Senior Vice President of WCI Communities Limited Partnership, a Delaware limited partnership on behalf of the partnership. Personally known __ or produced identification . Type of identification produced: WITNESS my hand and official seal this z/d~.~ day of 4,ughc My Commission Expires: Not~'p~i~ted Name Prepared by: June Miller - Agnoli, Barber & Brundage, Inc. 7400 Tamiami Trail North, Suite 200 Naples, FL 34108 04-852j8doc.wpd Professional engineers, planners & land surveyors (REVISED 4-22-97) DESCRIPTION OF A INGRESS/EGRESS, UTILITY AND DRAINAGE EASEMENT ALL THAT PART OF TRACT "B" TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT "B"; THENCE SOUTH 88005'59'' WEST ALONG THE SOUTHERLY LiNE OF SAID TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 08°23'13'' WEST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE NORTH 00 °45'12" THENCE NORTH 07 °31'38" THENCE NORTH 03 ° 36' 14" THENCE NORTH 03 ° 56'51" THENCE NORTH 13 ° 10'29" THENCE NORTH 22o04'52'' THENCE NORTH 28 o43'51" THENCE NORTH 36o45'15" THENCE NORTH 46 ° 16'21" THENCE NORTH 54o41'11" THENCE NORTH 63 °07'01" THENCE NORTH 72 °47'32" THENCE NORTH 73 °24'15" THENCE NORTH 68 °21'48" . THENCE NORTH 56°07'06'' THENCE NORTH 56°48'25" THENCE NORTH 65 °21'44" WEST 26.25 FEET; EAST 38.19 FEET; EAST 30.15 FEET; WEST 42.65 FEET; WEST 46.53 FEET; WEST 38.75 FEET; WEST 26.40 FEET; WEST 50.66 FEET; WEST 41.67 FEET; WEST 40.30 FEET; WEST 39.58 FEET; WEST 56.51 FEET; WEST 18.72 FEET; WEST 37.74 FEET; WEST 161.77 FEET; WEST 65.38 FEET; WEST 29.54 FEET; THENCE NORTH 73 ° 10'57" WEST 22.03 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS NORTH 87°25'12" WEST 81.00 FEET; THENCE NORTHERLY, NORTHWESTERLY, WESTERLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 123°30'15" AN ARC DISTANCE OF I74.60 FEET; THENCE SOUTH 59°04'33" WEST 30.10 FEET TO A POINT OF CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 106.00 FEET; THENCE SOUTHWESTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53033'25" AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; SHEET 1 OF 6 EXHIBIT "A " ~Lzfi.n Office: 7400 Tamiami Trill N., Suite 200, Naples, Flor/da 33963 · (941) .397-31. 11 ' F.KX: (941) 566-2203 Lee County: 1625 Hcndry St., Suite 10l, Fort Myers, Flodda 33901. · (941) 334-1173 · F?uK: (941) 334-117:5 OR: 2522 PO: 1719 THENCE SOUTH 66 ° 12'18" DISTANCE OF 14.90 FEET; THENCE SOUTH 42°56'35'' THENCE SOUTH 34°08'32" THENCE SOUTH 35°47'52" THENCE SOUTH 37007'58'' THENCE SOUTH 32056'54'' THENCE SOUTH 29 °01'47" THENCE SOUTH 24°35'26" THENCE SOUTH 19°12'51'' THENCE SOUTH 13°27'33" THENCE SOUTH 03 ° 12'39" THENCE SOUTH 39°55'11" THENCE SOUTH 65°38'32'' THENCE SOUTH 80 °00'16" THENCE SOUTH 88026'56'' THENCE SOUTH 75 ° 18'07" WEST ALONG SAID NON-TANGENT LINE A WEST 61.63 FEET; WEST 47.23 FEET; WEST 69.15 FEET; WEST 37.63 FEET; WEST 37.88 FEET; WEST 32.87 FEET; WEST 47.10 FEET; WEST 49.97 FEET; WEST 53.69 FEET; WEST 44.24 FEET; EAST 47.18 FEET; EAST 25.28 FEET; EAST 21.91 FEET; EAST 201.81 FEET; EAST 70.27 FEET; THENCE SOUTH 55 °l 6'43" EAST 23.24 FEET; THENCE SOUTH 45°52'38'' EAST 19.74 FEET; THENCE SOUTH 37 °59'39" EAST 17.16 FEET; THENCE SOUTH 34055'55'' EAST 132.76 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS NORTH 55°07'05'' EAST 254.56 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°25'32'' AN ARC DISTANCE OF 19.66 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 43 °09'13" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 37.45 FEET; THENCE SOUTH 49°26'02" EAST 41.67 FEET; THENCE SOUTH 43 ° 12'02" EAST 24.59 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS SOUTH 50°09'04'' WEST 209.00 FEET; THENCE SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°34'34" AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36°16'22'' EAST 115.51 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY RIGHT-OF-WAY LINE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) AND THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLy WHOSE RADIUS POINT BEARS SOUTH 42°19'34" EAST 275.00 FEET; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°52'42'' AN ARC DISTANCE OF 61.81 FEET TO AN INTERSECTION WITH A SHEET 2 OF 6 EXHIBIT "A " OR: 2522 PG: 1720 NON-TANGENT LINE; THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 52°27'37" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 52.66 FEET; THENCE NORTH 36°16'22'' WEST 65.35 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15 °40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 220.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°00'55'' AN ARC DISTANCE OF 65.33 FEET; THENCE NORTH 34°55'55'' WEST 134.47 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE NORTHWESTERLY, AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 °31'00" AN ARC DISTANCE OF 168.13 FEET; THENCE NORTH 88°26'56'' WEST 124.71 FEET TO A POINT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 94.00 FEET; THENCE WESTERLY, NORTHWESTERLY AND NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 110°01'30" AN ARC DISTANCE OF 180.51 FEET TO A POINT OF COMPOUND CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE NORTHERLY AND NORTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18°41'53'' AN ARC DISTANCE OF 153.38 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 380.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°50'37'' AN ARC DISTANCE OF 7I .92 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 194.00 FEET; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63°04'12'' AN ARC DISTANCE OF 213.55 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04°36'33'' WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOUTH 86°02'21" EAST 10.00 FEET; THENCE NORTH 04°36'33'' EAST 5.00 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS SOUTH 05°27'16'' WEST 194.00 FEET; THENCE EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°25'39'' AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 EXHIBIT "A " OR: 2522 PO: 1721 THENCE SOUTH 56°07'06" EAST 184.30 FEET TO A POINT OF CURVATUR~ CONCAVE NORTHEASTERLY AND HAVING A RADFLtS OF 280.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 2 ! ° 19'04" AN ARC DISTANCE OF ! 04.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 230.07 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87°37'26" AN ARC DISTANCE OF 351.85 FEET TO A POINT OF REVERSE CURVATU1KE CONCAVE EASTERLy AND HAVING A RADIUS OF 230.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20°52'17'' AN ARC DISTANCE OF 83.78 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE NORTH 57°44'32" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 2.773 ACRES OF LAND MORE OR LESS; SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI, BARBER & BRUNDAGE, INC. PROFESSIONAL ENGINEERS, PLANNERS AND LAND SURVEYORS BY ARIEL R. ALVAREZ, P.S.M. NO, 5358 REF: ABB DRAWING FILE NO. 6024 ~RA/kt WP-O4-236K7.DES SHEET 4 OF 6 EXHIBIT "A" OR: 2522 PG: 1722 nnnnlllll innnnln~n I I I I 9 EXIt~B1-T "A ' *** OR: 2522 PG: 1723 i ~ IIIBBIBBBBBB~ · ~ ~ BBIIIBBBBIIB ~ . ,-,, IIIBBBBBIIBm ' ~ IIIIBIIBBBBB ~ " ? ~ IIIIIIIIB~II' , · 2446551 OR: 2522 PG: 1724 RECO~ID in O[IIClAL 03/11/1090 et II:2$Mt RIC FBI ie~n: BI~IIIIRI~ IlVlig SIIVICIS SHIRLIT lit 5586 ~?.50 .?0 UTILITY FACILITIES WARRANTY DEED THIS INDENTURE made this 4 +-~ day of ~%/~ ,/ , 1998, between Armando Goenaga, Senior Vice President ~-~ WCI Communities I~mited~-- Partnership, a Delaware limited partnership, (hereinafter referred to as "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 referred to as "Grantee"). WITNESSETH: That said Grantor, for and in consideration of the sum of Ten Dollars and other good and valuable consideration to said Grantor in hand paid by said Grantee, 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 utility facilities lying within the following described land, together with appurtenant easement rights for 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 utility facilities, and will defend the 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. TO HAVE AND TO HOLD the same unto the 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 utility facilities thereon. Grantor and Grantee are used for singular or plural as the context requires. 3_ OR: 2522 PG: 1725 IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and year first abov~ Witness - Sienature Witness - Printed Name Witness - Signature Witness - Printed Nme WCI Communities Limited~srt~nership, a Del~lsvartrI[mit~ p~r~rsh~ ii Armando G~enaga, V~President STATE OF FLORIDA COUNTY OF LEE The foregoing Utility Facilities Warranty Deed was acknowledged before me by Armando Goenaga, Senior ViCe President of WCI Communities~hip, a Delaware limited partnership, on behalf of the partnership. ~-~Personally known ~) or produced identification . Type of identification produced:~ ~ J WITNESS my hand and official seal this //~.t..- day of ,1998. Notary~ublic My Commission Expires: Not~ Printed Name Prepared by: June Miller - Agnoli, Barber & Bmndage, Inc. 7400 Tamiami Trail North, Suite 200 Naples, FL 34108 04-852jSdoc.wpd IIBIIIb"l~ OR: 2522 PG: 1726 ProFessional engineers, planners & land surveyors (REVISED 4-22-97) DESCRIPTION OF A INGRESS/EGRESS, UTILITY AND DRAINAGE EASEMENT_ ALL THAT PART OF TRACT "B" TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT "B"; THENCE SOUTH 88005'59.' WEST ALONG THE SOUTHERLY LINE OF SAID TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 08°23'13" WEST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH 00°45'12" WEST 26.25 FEET; 07031'38" EAST 38.19 FEET; 03°36'14" EAST 30.15 FEET; 03°56'51" WEST 42.65 FEET; 13°10'29'' WEST 46.53 FEET; 22°04'52" WEST 38.75 FEET; 28°43'51" WEST 26.40 FEET; 36°45'15'' WEST 50.66 FEET; 46°16'21" WEST 41.67 FEET; 54°41'11" WEST 40.30 FEET; 63 °07'01" WEST 39.58 FEET; 72°47'32.' WEST 56.51 FEET; 73°24'15'' WEST 18.72 FEET; 68°21'48'' WEST 37.74 FEET; 56°07'06'' WEST 161.77 FEET; 56048'25'' WEST 65.38 FEET; 65°21'44'' WEST 29.54 FEET; 73 ° 10'57" WEST 22.03 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS NORTH 87°25'12'' WEST 81.00 FEET; THENCE NORTHERLY, NORTHWESTERLY, WESTERLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 123°30'I5'' AN ARC DISTANCE OF 174.60 FEET; THENCE SOUTH 59°04'33'' WEST 30.10 FEET TO A POINT OF CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 106.00 FEET; THENCE SOUTHWESTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53033'25" AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; SHEET 1 OF 6 EXHIBIT "A " MMn O~ce: 7400 Tamiami Trail N., Suite 200, Naples, Florida 33963 · (941) 597-311. 1 · F,-LX: (941) $66-2203 Lee County: 162.5 Hcndry St., Suite 101, Fort Myers, Flor/da 3390[ · (941) 334-1173 · FAX: (941) 334-1175 .? OR: 2522 PG: 1727 THENCE SOUTH 66 ° 12'18" DISTANCE OF 14.90 FEET; THENCE SOUTH 42°56'35" THENCE SOUTH 34o08'32'' THENCE SOUTH 35°47'52'' THENCE SOUTH 37°07'58" THENCE SOUTH 32°56'54'' THENCE SOUTH 29 ° 01'47" THENCE SOUTH 24035'26'' THENCE SOUTH 19' 12'51" THENCE SOUTH 13027'33'' THENCE SOUTH 03'12'39" THENCE SOUTH 39'55'11" THENCE SOUTH 65*38'32" THENCE SOUTH 80'00'16" THENCE SOUTH 88*26'56" THENCE SOUTH 75 ° 18'07" THENCE SOUTH 55' 16'43" WEST ALONG SAID NON-TANGENT LINE A WEST 61.63 FEET' WEST 47.23 FEET. WEST 69.15 FEET- WEST 37.63 FEET' WEST 37.88 FEE:" WEST 32.87 FEET: WEST 47.10 FEET- WEST 49.97 FEET. WEST 53.69 FEET' WEST 44.24 FEET; EAST 47.18 FEET; EAST 25.28 FEET; EAST 21.91 FEET; EAST 201.81 FEET; EAST 70.27 FEET; EAST 23.24 FEET; THENCE SOUTH 45*52'38" EAST 19.74 FEET; THENCE SOUTH 37*59'39" EAST 17.16 FEET; THENCE SOUTH 34055'55'' EAST 132.76 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS NORTH 55 *07'05" EAST 254.56 FEET; THENCE SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04*25'32" AN ARC DISTANCE OF 19.66 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 43 °09'13" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 37.45 FEET; THENCE SOUTH 49*26'02" EAST 41.67 FEET; THENCE SOUTH 43 * 12'02" EAST 24.59 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS SOUTH 50*09'04" WEST 209.00 FEET; THENCE SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°34'34'' AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36° 16'22" EAST 115.51 FEET TO AN INTERSECTION WITH THE NORTHWESTERLy RIGHT-OF-WAY LINE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) AND THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLy WHOSE RADIUS POINT BEARS SOUTH 42 * 19'34" EAST 275.00 FEET; THENCE NORTHEASTERLy ALONG SAID RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°52'42'' AN ARC DISTANCE OF 61.81 FEET TO AN INTERSECTION WITH A SHEET 2 OF 6 EXHIBIT "A " OR: 2522 PG: 1728 NON-TANGENT LINE; THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 52°27'37'' WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 52.66 FEET; THENCE NORTH 36o16'22'' WEST 65.35 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15'40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 220.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAlt) CURVE THROUGH A CENTRAL ANGLE OF 17'00'55" AN ARC DISTANCE OF 65.33 FEET; THENCE NORTH 34°55'55" WEST 134.47 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE NORTHWESTERLY, AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRA~ ANGLE OF 53 '31'00" AN ARC DISTANCE OF 168.13 FEET; THENCE NORTH 88'26'56" WEST 124.71 FEET TO A POINT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 94.00 FEET; THENCE WESTERLY, NORTHWESTERLY AND NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 110'01'30" AN ARC DISTANCE OF 180.51 FEET TO A POINT OF COMPOUND CURVATURE CONCAVE SOUTI-t-EASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE NORTHERLY AND NORTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18'41'53" AN ARC DISTANCE OF 153.38 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHWESTERLy AND HAVING A RADIUS OF 380.00 FEET; THENCE NORTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10'50'37" AN ARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 194.00 FEET; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63 °04'12" AN ARC DISTANCE OF 213.55 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04'36'33" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOUTH 86°02'21" EAST 10.00 FEET; THENCE NORTH 04'36'33" EAST 5.00 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS SOUTH 05'27'16" WEST 194.00 FEET; THENCE EASTERLY AND SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28'25'39" AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 EXHIBIT "A " OR: 2522 PG: 1729 THENCE SOUTH 56°07'06" EAST 184.30 FEET TO A POINT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 280.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21 ° 19'04" AN ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHWESTERLy AND HAVING A RADIUS OF 230.07 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87°37'26" AN ARC DISTANCE OF 351.85 FEET TO A POINT OF REVERSE CURVATU'RE CONCAVE EASTERLy AND HAVING A RADIUS OF 230.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20°52'17'' AN ARC DISTANCE OF 83.78 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE NORTH 57°44'32'' EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 2.773 ACRES OF LAND MORE OR LESS; SUBJECT TO EASEMBNTS AND RESTRICTIONS OF RECORD. AGNOLI, BARBER & BRUNDAGE, INC. PROFESSIONAL ENGINEERS, PLANNERS AND LAND SURVEYORS BY ARIEL R. ALVAREZ, P.S.M. NO. 5358 REF: ABB DRAWTNG FILE NO. 6024 ARA/kt I'YP-O4-236K7.D£S SHEET 4 OF 6 EXHIBIT "A " OR: 2522 PG: 1730 ~IlIBBBIBII! ~ Ilmlllmlll! .. Imllllllll| ~ ~NIIIBBFqlLBIJ C) ,.~.1 ! ! ~'i ! ! ! # I I I ! I ! ! ! ! ! · EXft1~BI~T 'A ' *** OR: 2522 PG: 1731 *** EXHIBIT "A " OWNER'S AFFIDAVIT STATE OF FLORIDA COUNTY OF LEE BEFORE ME, the undersigned authority, personally appeared Armando Goenaga who to me is well known, and having been duly sworn and under oath, deposes and states: My name is Armando Goenaga. I am over the age of twenty-one (21) years, am sui juris, and have personal knowledge of the facts contained herein. I am the agent for the owner of said real property located at Tarpon Cove, and legally described on Exhibit A. All persons, firms, 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 the water utility facilities on real estate hereinafter described, have been paid in full and that such work has been fully completed and accepted by the owner. 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 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. The 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. 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 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". FURTHER AFFIANT SAYETH NAUGHT. DATED this ~_ -t~ day of ~4qy 5,/ , 1998. Affiant Signature Amlilndo Goenaga Printed Name SUBSCRIBED AND SWORN to before me this 4/~-'-- day of .~~yp ,1998 by Armando Goenaga, Per~sonally knov~___ or Produced identification e of identification produced Notary lXdblic My Commission Expires: _ No~ Printed N~e Prepared by: June Miller - 04-852j8doc.wpd Agnoli, Barber & Brundage, Inc. 7400 Tamiami Trail North, Suite 200 Naples, FL 34108 /IllllrA IIBIFI A.~£~ ~-JIA IIIIIk'T~ illllll~k~ ~ ~T) IIIIIIk~l'~ Illllllr~,T Pro£cssionaL engineers, planners & land surveyors (REVISED 4-22-97) DESCRIPTION OF A INGRESS/EGRESS, UTILITY AND DRAINAGE EASEMENT ALL THAT PART OF TRACT "B' TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 91 THROUGH 97, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAD TRACT "B"; THENCE SOUTH 88o05'59'' WEST ALONG THE SOUTHERLY LINE OF SAD TRACT "B" A DISTANCE OF 434.02 FEET; THENCE LEAVING SAD SOUTHERLY LINE NORTH 08°23'13" WEST 270.87 FEET; TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH THENCE NORTH 00o45,12" 07o31,38,, 03o36,14,, 03o56,51,, 13 ° 10'29" WEST 22°04'52'' WEST 28 °4Y51" WEST 36°45'15' WEST 46 ° 16'21" WEST 54°41'11" WEST 63°07'01'' WEST 72o47'32" WEST 73°24'15" WEST 68°21'48'' WEST 56°07'06'' WEST 56°48'25'' WEST 65°21'44'' WEST 73 ° 10'57" WEST WEST 26.25 FEET; EAST 38.19 FEET; EAST 30.15 FEET; WEST 42.65 FEET; 46.53 FEE,." 38.75 FEE:" 26.40 FEET" 50.66 FEET: 41.67 FEE:" 40.30 FEET: 39.58 FEE:" 56.51 FEET: 18.72 FEET: 37.74 FEET: 161.77 FEET; 65.38 FEET; 29.54 FEET; 22.03 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADrUS POINT BEARS NORTH 87°25'12" WEST 81.00 FEET; THENCE NORTHERLY, NORTHWESTERLY, WESTERLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 123°30'15'' AN ARC DISTANCE OF 174.60 FEET; THENCE SOUTH 59°04'33" WEST 30.10 FEET TO A POINT OF CURVATUI:LE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 106.00 FEET; THENCE SOUTHWESTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 °3Y25' AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; SHEET 1 OF 6 EXHIBIT "A " blain Office: 7400 Tamiarrd Trail N., Suite 200, Naples, Florida 33963 · (941) 597-3111 · F,KX: (941) 566-1203 Lee County: [ 625 Hendry St., Suite 101, Fort M. yers. Florida 33901. · (941) 334-I 173 · F,M(: (94 i) 334-1 ! 75 .? THENCE SOUTH 66° 12'18" DISTANCE OF 14.90 FEET; THENCE SOUTH 42°56'35" WEST WEST ALONG SAID NON-TANGENT LINE A THENCE SOUTH 34°08'32'' WEST THENCE SOUTH 35°47'52" WEST THENCE SOUTH 37o07'58TM WEST THENCE SOUTH 32°56'54'' WEST THENCE SOUTH 29°01'47" WEST THENCE SOUTH 24°35'26'' WEST THENCE SOUTH 19°12'51" WEST 61.63 FEET; 47.23 FEET; 69.15 FEET; 37.63 FEET; 37.88 FEET: 32.87 FEET' 47.10 FEET' 49.97 FEET' THENCE SOUTH 13 °27'33" THENCE SOUTH 03° 12'39" THENCE SOUTH 39°55'11" THENCE SOUTH 65°38'32" THENCE SOUTH 80°00'16'' THENCE SOUTH 88°26'56" THENCE SOUTH 75 o 18'07" THENCE SOUTH 55 o 16'43" WEST 53.69 FEET' WEST 44.24 FEET' EAST 47.18 FEET; EAST 25.28 FEET; EAST 21.91 FEET; EAST 201.81 FEET; EAST 70.27 FEET; EAST 23.24 FEET; THENCE SOUTH 45°52'38" EAST 19.74 FEET; THENCE SOUTH 37°59'39" EAST 17.16 FEET; THENCE SOUTH 34055'55'' EAST 132.76 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POiNT BEARS NORTH 55 °07'05" EAST 254.56 FEET; THENCE SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04025'32'' AN ARC DISTANCE OF 19.66 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 43 °09'13" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 37.45 FEET; THENCE SOUTH 49°26'02" EAST 41.67 FEET; THENCE SOUTH 43 o 12'02" EAST 24.59 FEET TO AN iNTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS SOUTH 50°09'04" WEST 209.00 FEET; THENCE SOUTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 °34'34" AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36° 16'22" EAST 115.51 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY RIGHT-OF-WAY LINE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) AND THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLy WHOSE RADIUS POINT BEARS SOUTH 42° 19'34" EAST 275.00 FEET; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°52'42'' AN ARC DISTANCE OF 61.81 FEET TO AN INTERSECTION WITH A SHEET 2 OF 6 EXHIBIT "A " NON-TANGENT LINE; THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 52027'37'' WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 52.66 FEET; THENCE NORTH 36o16'22'' WEST 65.35 FEET TO A POINT OF CURVATU-R~ CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15 °40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 220.00 FEET; THENCE NORTHWESTERLy ALONG THE ARC OF SAlt) CURVE THROUGH A CENTRAL ANGLE OF 17o00'55" AN ARC DISTANCE OF 65.33 FEET; THENCE NORTH 34055'55'' WEST 134.47 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE NORTHWESTERLY, AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 °31'00" AN ARC DISTANCE OF 168.13 FEET; THENCE NORTH 88°26'56'' WEST 124.71 FEET TO A POINT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 94.00 FEET; THENCE WESTERLY, NORTHWESTERLy AND NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 110o01'30'' AN ARC DISTANCE OF 180.51 FEET TO A POINT OF COMPOUND CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE NORTHERLY AND NORTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18°41'53" AN ARC DISTANCE OF 153.38 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 380.00 FEET; THENCE NORTHEASTERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°50'37" AN ARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 194.00 FEET; THENCE NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63°04'12" AN ARC DISTANCE OF 213.55 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 04°36'33'' WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOUTH 86°02'21" EAST 10.00 FEET; THENCE NORTH 04°36'33'' EAST 5.00 FEET TO AN INTERSECTION WITH THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS SOUTH 05°27'16'' WEST 194.00 FEET; THENCE EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°25'39" AN ARC DISTANCE OF 96.25 FEET; SHEET 3 OF 6 EXHIBIT "A " THENCE SOUTH 56°07'06'' EAST 184.30 FEET TO A POINT OF CURVATURE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 280.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21 ° 19'04" AN ARC DISTANCE OF 104.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHW~ESTERLY AND HAVING A RADIUS OF 230.07 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLy ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87°37'26" AN ARC DISTANCE OF 351.85 FEET TO A POINT OF REVERSE CURVATURE CONCAVE EASTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SA.ID CURVE THROUGH A CENTRAL ANGLE OF 20°52'17" AN ARC DISTANCE OF 83.78 FEET TO AN INTERSECTION WITH A NON-TANGENT LINE; THENCE NORTH 57°44'32" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 2.??3 ACRES OF LAND MORE OR LESS; SUBJECT TO EASEM[ENTS AND RESTRICTIONS OF RECORD. AGNOLI, BARBER & BRUNT)AGE, INC. PROFESSIONAL ENGINEERS, PLANNERS AND LAND SURVEYORS BY ARIEL R. ALVAR.EZ, P.S.M. NO. 5358 REF: ABB DRAWING FILE NO. 6024 A RA /kt }VP.O4.236K7. DES SHEET 4 OF 6 EXHIBIT "A " I I I F, XfflSBTT "A" EXH[BFT "A ' This Instrument Prepared By: Stephen C. Pierce, Esq. 24301 Walden Center Drive Bonita Springs, Florida 34134 ATTORNEY'S AFFIDAVIT STATE OF FLORIDA COUNTY OF LEE ON THIS ] ~ day of August, 1998, before me personally appeared Stephen C. Pierce, a licensed attorney authorized to practice in the State of Florida, to me personally known, whose current business address and telephone number is: 24301 Walden Center Drive, Bonita Springs, Florida 34134, (941) 947-2600 (hereinafter "Affiant"), who, being duly sworn on his oath, does say: 1. This affidavit is given as an inducement to 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 to accept the dedication or conveyance of utility facilities located within or upon the real property described in Exhibit "A" attached hereto and made a part hereof. 2. The Affiant has examined record title information to the real property referenced in this affidavit, including but not limited to, information requested from the Florida Secretary of State relative to any Uniform Commercial Code financing statements. 3. The record owner of the real property described herein is CKAP Corporation, a Florida corporation (hereinafter "Owner"). The Owner acquired record title to the subject real property by instrument dated June 26, 1996, recorded in Official Records Book 2204, Page 1085, of the Public Records of Collier County, Florida (copy attached). 4. The Affiant has examined corporate information obtained from the State of Florida on CKAP Corporation and has determined that CKAP Corporation is current and active as a corporation in the State of Florida and that Charles Huether, President of CKAP Corporation, is authorized to execute the instruments on behalf of the corporation in conjunction with the conveyance of the subject water and sewer utility facilities. 5. Affiant states that the following documents have the effect of creating a lien or encumbrance upon all of the real and personal property herein: (a) Mortgage which was executed by HCC, Inc., a Florida corporation, CKAP Corporation, a Florida corporation, Charles Huether, Trustee and Ronald St. Clair, Trustee to Pennsylvania National Bank and Trust Company dated April 29, 1997, recorded May 1, 1997 in O.R. Book 2309, Page 1981, Public Records of Collier County, Florida. (b) Financing Statement between Pennsylvania National Bank and Trust Co., (Secured Party), and CKAP Corporation, a Florida corporation, HCC, Inc., a Florida corporation, Charles Huether, Trustee and Ronald St. Clair, Trustee (Debtors), recorded in O.R. Book 2317, Page 1311, Public Records of Collier County, Florida. (c) Collateral Assignment of Agreements Affecting Real Estate between CKAP Corporation, a Florida corporation, HCC, Inc., a Florida corporation, Charles Huether, Trustee and Ronald St. Clair, Trustee and Pennsylvania National Bank and Trust Company dated April 29, 1997, recorded July 1, 1997 in O.R. Book 2327, Page 1878, Public Records of Collier County, Florida. (d) Assignment of Leases and Rents between CKAP Corporation, a Florida corporation, HCC, Inc., a Florida corporation, Charles Huether, Trustee and Ronald St. Clair, Trustee and Pennsylvania National Bank and Trust Company dated April 29, 1997, recorded July 1, 1997 in O.R. Book 2839, Page 3520, Public Records of Collier County, Florida. (e) Financing Statement between Pennsylvania National Bank and Trust Co. (Secured Party), and CKAP Corporation, a Florida corporation, HCC, Inc., a Florida corporation, Charles Huether, Trustee and Ronald St. Clair, Trustee (Debtors), recorded in O.R. Book 2327, Page 1925, Public Records of Collier County, Florida. (f) Financing Statement between Pennsylvania National Bank and Trust Co. (Secured Party), and CKAP Corporation, a Florida corporation, HCC, Inc., a Florida corporation, Charles Huether Trustee and Ronald St. Clair, Trustee (Debtors), recorded in O.R. Book 2327, Page 1941, Public Records of Collier County, Florida. 6. The the Affiant further states that the information contained in the Affidavit is true, correct and current as of the date this Affidavit is giv~ STATE OF FLORIDA COUNTY OF LEE The foreg, o. ir}g Attorney's Affidavit was sworn and subscribed to (or affirmed) before me this "q day of August, 1998 by Stephen C. Pierce. He is personally known to me. Notar, r,r~ Public, State of Floridg._3 My Commission Expires: (J/-~l~( '~'.D' ,- Printed Name of Notary Public k:\robin\tarpon\docs\attyalt:int ROBIN HUFFIIA, N Notary Pub#c, State of Florida My comm. expire= Sept 16, 1998 Comm. No. CC 477721 DroFcssion.d cn~nccrs, planners &: bnd sur,,'cyors DESCRIPTION OF A INGRESS/EGRESS. UTILITY AND DRAINAGE EASEMENT (tLEVISED 3-7-97) ALL THAT PART OF TRACT "A "TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27 PAGES 91 THROUGH 97 PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIB ED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT "A"; THENCE NORTtt 88'05'59" EAST ALONG A SOUTHERLY LINE OF SAID TRACT "A" A DISTANCE OF 125.(~0 FEET TO AN INTERSECTION WITII A WESTERLY LINE OF SAID TRACT "A"; TIIENCE SOUTIt 01'54'01" EAST ALONG SAID WESTERLY LINE A DISTANCE OF 7.00 -FEET 'FO TIlE POINT OF BEGINNING OF TIlE. EASEMENT HEREIN BEING DESCRIBED; TItENCE CONTINUE SOUTtI 01 '54'01" EAST ALONG SAID WESTERLY LINE A DISTANCE OF 42.00 FEET; TIIENCE LEAVING SAID WESTERLY LINE NORTIt 88'05'59" EAST 252.95 FEET; 'FI1ENCE NORTII 78'28'10" EAST 55.95 FEET; TIIENCE NORTII 53'46'53" EAST 71.83 FEET; TIlENCE NORTH 28'26'29" EAST 65.72 FEET; TIIENCE NORTIt 16'53'25" EAST 45.34 FEET; THENCE NORTIt 05'39'22" WEST 82.89 FEET; TIIENCE NORTH 16'11'40" WEST 336.77 FEET TO A POINT OF CURVATURE CONCAVE WESTERLY AND HAVING A RADIUS OF 267.00 FEET; THENCE NORTHERLY, AND NORTHWESTERLY ALONG TIlE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10'36'00" AN ARC DISTANCE OF 49.40 FEET; THENCE NORTH 26'47'40" WEST 91.67 FEET; THENCE NORTH 18' 17'53" W. EST 76.30 FEET; THENCE NORTH 15'48'53" WEST 35.88 FEET; THENCE NORTH 14'53'31" WEST 70.95 FEET; THENCE NORTH 26'48'55" WEST 27.45 FEET; THENCE NORTH 42-30'51" WEST 21.30 FEET; THENCE NORTH 49'45'21" WEST 30.57 FEET; THENCE NORTH 46'53'39" WEST 50.30 FEET; THENCE NORTH 21'01'40" WEST 38.95 FEET; THENCE NORTH 18'16'05" WES]' 65.76 FEET; THENCE SOUTH 88'04'37" WEST 178.00 FEET; THENCE NORTH 81 '59'34" WEST 53.96 FEET; THENCE SOUTH $8'04'3?" WEST 204.34 FEET; E.¥tI[BIT "A-2" ' (i OF 3) ,~la';,, (~mcc: 741}fl 'l'alifiaJni Trail Nm, Sui[c 20(). Iq.~'l'lcs. I'l('si, l~ .~3[)63 ' (9 I I ) .~97'3 I I I ' FAX: (94 I ) 566'22(13 ! CC tT''Unt?: tt':~ IiCndry St. 5uiJC 1[11. I:,,~ .~.I)csS. I h,,~,la .:.:uH I · ,uitl .1.5-I.I 173 ' FAX: (9-111 33t-1175 THENCE SOUTH 01 '55'23" EAST 39.00 FEET; THENCE NOKTH 88'04'37" EAST 175.50 FEET; THENCE NORTH 89'35'42" EAST 21.97 FEET; THENCE SOUTH 80'56'40" EAST 137.79 FEET; THENCE SOUTH 09°34'47'' EAST 27.79 FEET; " THENCE SOUTH 59°5Y5Y' EAST 169.00 FEET; THENCE SOUTH 40°56' 13" EAST 30.13 FEET; THENCE SOUTH 13'49'48" EAST 31.34 FEET; THENCE NORTH 73 '28'43" EAST 7.95 FEET; THENCE SOUTH 14'53'31" EAST 143.72 FEET; THENCE SOUTH 26'47'40" EAST 135.59 FEET; THENCE SOUTH 63' 12'20" WEST. 10.73 FEET; THENCE SOUTH 21 '26'39" EAST 21.66 FEET; THENCE NORTH 73'48'20" EAST 9.69 FEET; THENCE SOUTH 16'! 1'40" EAST 321.04 FEET; THENCE SOUTH 73'48'20" WEST 8.00 FEET; TIIENCE SOUTH 16' 11'40" EAS~' 24.73 FEET; THENCE SOUTI{ 34'58'55" W]EST 149.91 FEET; 'rIIENCE SOUTI! 56°42'33" WEST 34.63 FEET; TIIENCE SOUTH 88'05'59" WEST 205.03 FEET; TtIENCE SOUTH Ol '54'01" EAST 34.11 FEET; 'rlIENCE SOUTI! 88'05'59" WEST 37.23 FEET TO TIIE POINT. OF BEGINNING OF Ti {E EASEMENT HEREIN DESCRIBED. CONTAINING 2.324 ACRES OF LAND, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI, BARBER & BRUNDAGE, INC. PROFESSIONAL ENGINEERS, PLANNERS AND LAND SURVEYORS ARIEL R. ALV/J?,EZ, P.S.M..~. 5358 KEF: ABB DRAWING FILE NO. 5941 II'P.OI-OTIKY DE$ E.VII[B£T '.4-2'~ (2 OF 3) I cnginccrs, pl~nncrs & hnd su~cyors DESCRIPTION OF A INGRESS/EGRESS. UTILITY AND DRAINAGE EASEMENT ALL THAT PART OF TRACT "B" TAI~ON COVE ACCORDING TO TIlE PLAT THEPd2OF AS RECORDED IN PLAT BOOK 27, PAGES 91 'I'tlROUGI! 97, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCI~IBED AS FOLLOWS: COMMENCING AT TIIE SOUTIIEAST CORNER OF SAID TRACT "B"; THENCE SOUTII 88°05'59'' WEST ALONG TIlE SOUTIIERLY LINE OF SAID TRACT "B" A DISTANCE OF 434.02 FEE'F; 'rl I ENCE LEAVING SAID SOUTI IERLY LINE NORTII 08°23'13" WEST 270.87 FEET; 'FO TIlE POINT OF BEGINNING OI: TIlE PARCEL IIERF. IN BEING D ES CI~, lB ED; TIIENCE NORTII 00'45'12" WI:'ST 26.25 FEET; Ti lENCE NORTll 07'31'38" EAST 3 8.19J:F. ET; TllF. NCE NOR'Fll 03'36'14" F. AS'F 30.15 FEET 'Fl IENCE NORTI 1 03'56'5 i" WF. ST 42.65 FEET' TIIF. NCE NORTII 13' 10'29" WEST 46.53 FFI'.'T' TI IF. NCE NORTI 1 22'04'52" WF.S'F 38.75 Fi.:F.T' TI IF. NCE NORTI! 28'43'5 I" WES]' 26.,10 FF.F.T' TI IF. NCE NORTI! 36'45'15" WEST 50.66 Fl.;ET' TIlENCE NORTII 46'!6'21" WEST 41.67 FEET' TI IENCE NORTII 54'41'1 l" WEST 40.30 FEET' TIIENCE NORTll 63'07'01" WEST 39.58 FEET' TI IENCE NORTII 72'47'32" WF. ST 56.51 FEET; 'FIIENCE NORTIi 73'24'I5".WEST 18.72 FEET; TI IENCE NORTH TI IENCE NORTII Ti IENCE NORTH TI IENCE NORTH 68'21'48" WEST 37.74 FEET; 56'07'06" WEST 161.77 FEET; 56'48'25" WEST 65.38 FEET; 65'21'44" WEST 29.54 FEET; TIIENCE NORTII 73'10'57" W. EST 22.03 FEET 'FO AN INTERSECTION WITll TIlE ARC OF A NON-TANGENT CURVE CONCAVE SOUTItWESTERLY WIIOSE RADIUS POINT BEARS NORTH 87'25'i2" WEST 8[.00 FEET; TIIENCE NORTHERLY, NORTIIWESTERLY, WESTERLY, AND SOUTIIWESTERLY ALONG TIlE ARC OF SAID CURVE TIIROUGH A CENTRAL ANGLE OF 123'30'15" AN ARC DISTANCE OF 174.60 FEE'F; Tt IENCE SOUTI t 59'04'33" WEST 30.10 FEET TO A POINT OF CURVATURE CONCAVE SOUTIIEASTERLY AND IIAVING A RADIUS OF 106.00 FEET; TIlENCE SOUTIIWESTERLY, AND SOU'FIIERLY ALONG.TIlE ARC OF SAID CURVE TttROUGlt A CENTRAL ANGLE OF 53'33'25" AN ARC DISTANCE OF 99.08 FEET TO AN INTERSECTION WITII A NON-TANGENT LINE; 'ri IENCE SOUTH 66' 12'! 8" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 14.90 FEET; TIIENCE SOUTH 42'56'35" THENCE SOUTH 34'08'32" THENCE SOUTH 35'47'52" THENCE SOUTH 37'07'58" THENCE SOUTH 32'56'54" 'ri I ENCE SOUTIt 29'01'47" TIIENCE SOUTII 24'35'26" TilENCE SOUTII 19'12'51" TIIENCE SOUTI! 13'27'33" TIIENCE SOUTI ! 03' 12'39" TilENCE SOUTII 39'55'1 I" TIlENCE SOUTI[ 65'38'32" TI I ENCE SOUTI I 80'00' 16" T! IF. NCE SOUTI ! 88'26'56" T! ! ENCE SOU'FI I 75' 18'07" TI i!!NCE SOU'F! 1 55' 16'43" TI IENCF, SOUTi 1 45'52'38" '1'I IENCF, SOUT! l 37'59'39" WEST 61.63 FEET' WEST 47.23 FEET. WEST 69.15 FEET: WEST 37.63 FEET: WEST 37.88 FEET: WEST 32.87 FEET' WEST 47.10 FEET WEST 49.97 FEET WEST 53.69 FEET WEST 44.24 FEET EAST 47.18 FEET; EAS3n 25.28 FEET; E3.ST 21.9 i ..FF, ET; F. AST 201.81 FF. ET; F. AST 70.27 FEF, T; F, AST 23.24 FF.F,T; EAST 19.74 FF~F,T; F, AST 17.16 FL:ET; 'I'IIF, NCE SOU'I'I! 34'55'55" EAST 132.76 Fl.:.E'r'ro AN INTERSECTION WITII Till:, ARC OF A NON-TANGF, NT CUR. VE CONCAVE NORTIIF. ASTF, RI,Y WI IOSF. I~,ADIUS POINT IIEAI~,S NORTIt 55'07'05" EAST 254.56 FEF,'I'; TIIENCE SOUTIIEASTERLY ALONG Tile ARC OF SA Il) CURVE TI Ii~,OUGII A CENTRAl, ANGI,E OF 04'25'32" AN ARC DISTANCE OF 19.¢~6 FEET TO AN INTERSF. CTION Wi'FII A NON-TANGENT LINE; TilENCE SOUTII 43'09'i3" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 37.45 FEET; TI I ENCE SOUTH 49'26'02" EAST 41.67 FEET; TI IENCE SOL:tH 43' 12'02" EAST 24.59 FEET TO AN iNTERSECTION WITH TI I E ARC OF A NON-TANGENT CURVE CONCAVE SOUTItWESTERLY WIIOSE RADIUS POINT BEARS SOUTII 50'09'04" WEST 209.00 FEET; TIIENCE SOUTHEASTERLY ALONG Tile ARC OF SAID CURVE TIIROUGIt A CENTIG\L ANGLE OF 03'34'34" AN ARC DISTANCE OF 13.05 FEET; THENCE SOUTH 36' 16'22" EAST i 15.51 FEET TO AN INTERSECTION WITI I TI IE NORTHWESTERLY RIGItT-OF-WAY LINE OF TRAT "R" TARPON COVE DRIVE (50' RIGHT-OF-WAY) AND Tile ARC OF A NON-TANGENT CURVE CONCAVE SOUTIIEASTERLY WHOSE RADIUS POINT BEARS SOUTII 42'19'34" EAST 275.00 FEET; THENCE NORTI IEASTERLY ALONG SAID RIGHT-OF-WAY LINE AND 'FilE ARC OF SAID CURVE TIlROUGI! A CENTRAL ANGLE OF 09'48'23". AN ARC DISTANCE OF 47.07 FEET TO AN INTERSECTION WITII A NON-TANGENT LINE; SIIEET 2 OF 6 EXIIIIIfT "A-I" TIIENCE LEAVFNG SAID RIGHT-OF-WAY LINE NORTlt 36' 16'22" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 114.56 FEET TO A POINT OF CURVATURE CONCAVE SOUTHWESTERLY AND IlAVING A RADIUS OF 256.00 FEET; TIIENCE NORTIIWES'FERLY ALONG TIIE ARC OF SAID CURVE THROUGII A CENTRAL ANGLE OF 15'40'28" AN ARC DISTANCE OF 70.03 FEET TO A POINT OF REVERSE CURVATURE CONCAVE NORTIIEASTERLY AND HAVING A RADIUS OF 220.00 FEET; THENCE NOR'FIIWESTERLY ALONG THE ARC OF SAID CURVE TIIROUGII A CENTRAL ANGLE OF 17'00'55" AN ARC DISTANCE OF 65.33 FEET; TIIENCE NORTIt 34'55'55" WEST 134.47 FEET TO A POINT OF CURVATURE CONCAVE SOUTIIWESTERLY AND IIAVING A RADIUS OF 180.00 FEET; TIIF. NCE NOR'FIIWESTERLY, AND WESTERLY ALONG Till..' ARC OF SAID CURVE TIIROUGII A CENTRAL ANGLE OF 53°3 I'00" AN ARC DIS'FANCE OF 168.13 FEE'F; . TI IF. NCF. NORTll 88'26'56" WF. ST 124.7i' FI:.ET TO A I'OINT OF CURVATtJI~F. CONCAVE NORT! IEASTI:.RIo¥ AND I IAVING A RADIUS OF 94.00 FEE'F; TI Ii:.NCF. WF. STF. RLY, N()P, TI IWF. S'FF. RI.Y AND NORTi IF. RIoY ALON(; T! IE ARC {)F SAIl) CURVE TIIROtJGII A CENTRAl. ANGI.F. OF 110°01'30'' AN ARC DISTANCE OF 180.51 FEET TO A POINT OF COMI'OUND CUI~,VATURI~ CONCAVE SOUTI IEASTERIoY AND IIAVING A RAI)IUS OF 470.00 FEET; TI1ENCE NORTI IERLY AND NORTI IF. AS'I'F. RLY ALONG Tile AP, C OF SAIl) CURVF. 'Fl IROUGi I A CF. NTRAL ANGLE O[: 18'41'53" AN ARC DISTANCF- OF 153.38 FEET 'FO A POIN'F OF REVERSE CUI~,VATURE CONCAVE NOI~.TIIWESTEP, LY AND IIAVING A RADIUS OF 380.00 FEET; TIIENCE NOI~.'FIIEASTERLY ALONG TIlE ARC OF SAID CURVE TilROUGII A CENTRAL ANGLE OF 10'50'37" AN ARC DISTANCE OF 71.92 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTI IEASTERLY AND I IAVING A RADIUS OF 194.00 FEET; THENCE NORTI IEASTERLY, AND EASTERLY ALONG TIIE ARC OF SAID CURVE TIIROUGtl A CENTRAL ANGLE OF 63'04'12" AN ARC DISTANCE OF 213.55 FEET TO AN IN'FERSECTION WITH A NON-'FANGENT LINE; TiIENCE SOUTH 04'36'33" WEST ALONG SAID NON-TANGENT LINE A DISTANCE OF 5.00 FEET; THENCE SOUTH 86'02'21" EAST 1.0.00 FEET; THENCE NORTH 04'36'33" EAST 5.00 FEET TO AN INTERSECTION WITII TIlE ARC OF A NON-TANGENT CURVE CONCAVE SOUTtlERLY WIIOSE RADIUS POINT BEARS SOUTH 05'27'16" WEST 194.00 FEET; TIIENCE EASTERLY AND SOUTIIEASTERLY ALONG TIlE ARC OF SAID CURVE THROUGII A CENTIL:~L ANGLE OF 28'25'39" AN ARC DISTANCE OF 96.25 FEET; TitENCE SOUTH 56'07'06" EAST 184.30 FEET TO A POINT OF CURVATURE CONCAVE NORTIIEASTERLY AND I1AVING A RADIUS OF 280.00 FEET; StlEET 3 O[: 6 EX/Ill, t?' "A- t" THENCE SOUTtlEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTIL~L ANGLE OF 21 'i9'04" AN ARC DISTANCE OF i 04.18 FEET TO A POINT OF REVERSE CURVATURE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 230.07 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87'37'26" AN ARC DISTANCE OF 351.85 FEET TO A POINT OF REVERSE CURVATURE CONCAVE EASTERLY AND }lAVING A RADIUS OF 230.00 FEET; TItENCE SOUTI IERLY ALONG THE ARC OF SAID CURVE TIIROUGII A CENTILAL ANGLE OF 20'52'17" AN ARC DISTANCE OF 83.78 FEET TO AN INTERSECTION WITII A NON-TANGENT LINE; TIIENCE NORTII 57'44'32" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEE'r To'rIIE POINT OF BEGINNING OF TIIE PARCEL I lFREIN DESCRIBED. . CONTAINING 2.764 ACRES OF I.AND MORE OR I.ESS; SUI3JI:.CT TO EASEMF. NTS AND I~,ESTI~,IC'I'IONS OF RECO[~,I). AGNOI.I, BARBER & BRUNDAGE, ING. I'I~,OFESSIONAL ENGINEERS, I'LANNERS AND I.AND SURVI!YORS ARIEL R. ALVAREZ, P.,~.M. NO.t .~8 REF: ABB DRAWING FILE NO. 6024 .4 R,~ A t I)'P.OJ.I $TKT. DF-~ SttEET 4 OF 6 E.¥IIfBIT ''a-'"~ · lnnl,m I I Ill:~f~b lll[llll'~ · .,N~N',r'.'r,, o_ l n I [ n pA, J~,.~.i.~ ~ iI]llll.?l-~ Pml'cs$ion~l cn~inccrs, phnncrs 6: hnd survcyors DESCI~PTION OF A INGRESS/~OI~SS, UTILITY AND DI~LINAGE EASEMENT ALL THAT PART OF TRACT 'B" TARPON COVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK_~PAGES cl I THROUGHq-[ PUBLIC RECORDS OF COLLIER, COUNTY, FLOrL[DA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COblMENCING AT THE SOUTHEAST COKNER, OF SAID TRACT "B"; THENCE SOUTH 88~.05'59' WEST ALONG THE SOUTIiERLY LINE OF SAID TKACT "B" A DISTANCE OF 392.81 FEET TO THE POINT OF BEGINNING OF THE EASEMENT HEKEIN BEING DESCKIBED; THENCE CONTINUE SOUTH 88'~5'59" WEST ALONG SAID SOUTHEILLY LINE A DISTANCE OF 41.22 FEET TO A POINT OF CURVATURE CONCAVE NORTHERLY AND [lAVING A RADIUS OF 350.00 FEET; TI IENCE WESTERLY ALONG TI IE AR,C OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05'39'07" AN ARC DISTANCE OF 34.53 FEET TO AN INTERSECTION WITIt A NON-TANGENT LINE; - 'THENCE LEAVTNG SAID SOUTIIE-RLY LINE NOR'HI 32'53'39" EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF ! !.51 FEET; THENCE NORTH 02'30'48" WEST 70.70 FEET TO A POINT OF CURVATURE CONCAVE WESTERLY AND HAVING A RADIUS OF 194.00 FEET; Tt-LENCE NORTHERLY AND NOKT[-BVESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27:16'48' AN ARC DISTANCE OF 92.37 FEET TO A POINT OF REVERSE CUKVATURE CONCAVE EASTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE NORTHWESTERLY AND NOR,THZKLY ALONG THE ARC OF SAID CURVE THZOUGH A CENTKAL ANGLE OF 19'06'36' AN' ARC DISTANCE OF 76.71 FEET TO AN INTERSECTION WITH A NON-TANGENT LIINFE; THENCE NORTH 57'44'32' EAST ALONG SAID NON-TANGENT LINE A DISTANCE OF 51.70 FEET; THENCE SOUTH 08'35'52" THENCE SOUTH 18'36'23" THENCE SOUTH 2'7' 55'24" EAST 25.65 FEET; EAST 37.33 FEET; EAST 22.38 FEET; THENCE SOUTH 32'4 i'21" EAST 52.69 FEET; THENCE SOUTH 23'20'43' EAST 28.93 FEET; THENCE SOUTH 13'35'40' EAST 49.41 FEET; THENCE SOUTH 02'30'48' EAST 67.24 FEET TO THE POINT OF BEGINNING OF THE EASEMENT HEREIN DESCRIBED. E,¥H£B£T "A-4" (i OF 3) Mah: Of Ticc: 7400 T',mhml Tr',q N.. Sultc 200, fl.~plcs, Flofi,h 33963 · (941 ) S97.311 I · F,~X: (94 11 S66-22~$ l¢cCou,,ty: l~25 Ilc::,lrvSi,SL:iCc lOt. Fort b.l}crs. Fl,,n,l.~].]'/lll- 0'41'1314'117J' I::LY:I'J"II)3.]i-117:- CONTAINING 0.3S2 OF AN ACRE OF LAND, MORE OK LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI, BARBER & BRUNDAGE, INC. PROFESSIONAL ENGINEERS, PLANNERS AND LAND SURVEYORS BY ARIEL R. ALVAREZ, P.S.M. N~358 REF: ABB DRAWING FILE NO. ~ ~7~.OI.O?2J~?.DE$ E,¥11~.Br.T (2 OF 3) lllllllll lllllllll IIIIIIMI ]~ 70. 70 IIIIl~-.~k ,~-~ .,.~ nnnnnhT' IIIIII1'~ A '~ ~'l'~r~ IIIIIIh'l'~ IIIIIII1'~-1--.~ r~'r'r'~ A,~'r~ Professional cngincers, planncrs& land surveyors ENGINEER'S FINAL PAYMENT CONFIRMATION The undersigned engineer of record of the project known as Tarpon Cove Phase II hereby confirms that the firm of Agnoli, Barber & Brundage, Inc. has been paid in full by. WCI Communities Limited Partnership. for labor, services or materials furnished in the design, permitting, and construction of the water utility facilities within this project. This confirmation of payment is not a release for any future right to claim a lien for work performed in connection with the property. Dominick J. Amico, Jr., P.E. Printed Name STATE OF FLORIDA COUNTY OF COLLIER On this Slat day of July, 1998, personally appeared Dominick J. Amico, Jr., P.E., whom I know personally and acknowledged that he executed the same. , · , : l~tary Public ' [ !:' ;' . Printed Name: June Ai Miller -. : Commission No. Q.,C73'3.416 ." My Commission Expi. res:' 4/24/02 06-934j8doc.wpd Main ()flicc: 74(10 Tamiami Trail N., Nui?c 200, Nap cs, t;Iori~!a 34l 08 · (941) 597 31 l 1 · FAX: (941) 506-2203 ]/cC. (7.(,,unty: 1(327, t lei~drv ,~t, 5;uitc 101, F(,rt Myer-:;, [:h,ri&~ 31¢~01 · ~'941 i 3:14-1 [ 73 · FA×: (O413 334 1175 Professional enginecrs, planners & land surveyors PRESSURE TEST REPORT PROJECT Tarpon Cove, PN 7183-2/X006 DATE 5/13/98 WITNESSED BY Jim Bailey TYPE OF LINE: FORCEMAIN × POTABLE IRRIGATION FIRE DIAMETER 8 INCHES, D LENGTH 2520 FEET, S TEST PRESSURE 150 PSI TEST: START 152 PSI ~ 8:45 a.m. STOP 152 PSI ~ 10:48 a.m. AMOUNT USED Zero GAL AVERAGE PSI 152 ALLOWABLE LEAKAGE: L = SD>P/133,200 GAL/HR = 1.85 GAL/HR X2= 2.70 GAL/2HR PASSED Yes Main Office: 7400 Tamiami Trail N , Suilc 200, Naples, Florida 34t{)8 · (941) 597 3111 · FAX: (941) 5()6-2203 I,c¢ County: 102.:, I lc]~,.h-v gl., gttitc 101. l:~rt ,~'l'VCl'~. Fh,~id,~ 32~901 · !041) 334-1173 · FAX: (9413 334-1175 FROM ~ .Panasonic FRX SYSTEM PHONE NO. : 9415662203 S~p. 03 1998 01:59PM L~wton Chiles Governor Department of Environmental P rotectio South District P.O. Box 2S49 Virginia B. Wetherett Fort Myers, FtoHda 33902~25,49 5ecreury Armando C~oenaga, Senior Vice President WCI Communities Limited Partnership, Agent 24301 Walden Center Drive Bonita Springs, Florida 34134 September 1, 1998 Re: Collier C.o. unt¥ - PW. Tarpon Cove Yacht & Racquet Club Partial Completion ~ Phase I1 (Collier County Regional WTP) DS 11-3 OO275 De~r Mr, Goenaga: This acknowledges receipt oie certification that the subject water distribution system extension has been partially completed in accordance with the plans and related materials permitted by this agency under Permit Number DS11-300275 dated February 3, 1997. Based on this certification and satisfactory bacteriological results, we are approving these facilities for service. Y~ur continued cooperation in our water supply program is appreciated. Sincerely, C-ary A. Maier Professional Engineer .cc: Dominick I. Amico, Ir., P.E. Paul E. Mattausch "Pr't)cect. Conser¥¢ and Menage Florida's Environment ~nd Noturcl [-{~s~;'.;::,~3" Printed on recycled paper. Lawton Chiles Governor Department of · ,, Environmental Protection South District P.O. Box 2549 Virginia B. Wetherell Fort Myers, Florida 33902-2549 Secretary September 8, 1998 Timothy L. Clemons Wastewater Director Collier County Public Works Division 3301 Tamiami Trail North, Bldg. H Naples, FL 34112 Re: Collier County - DW/CS Tarpon Cove Yacht & Racquet Club Phase II Permit No. CS 11-300272 Connected to: Collier County North Regional WWTP Clearance for Use Dear Mr. Clemons: We have received a certificate of completion of construction as submitted by Agnoli, Barber & Brundage, Inc. on August 26, 1998 and additional information on September 1, 1998 for the project authorized by the above permit number. Accordingly, the collection/ transmission system may be placed into service. Sincerely, John A. Armstrong, P.E. Section Supervisor Domestic Waste Permitting Water Facilities JAA/JK/klm cc: Dominick J. Amico, P.E. Tarpon Cove Yacht & Racquet Club "Protect, Conserve and A4anage Florida's Environment and Natural Resources" Printed on recycled p~per. Contractor's Certification On this 30th day of July 19 98 the UNDERSIGNED (hereinafter referred to as "CONTRACTOR") HEREBY CERTIFIES to Collier County Utilities (here-inafter referred to as "OWNER") the following: WAIVER OF LIEN All labor employed, material purchased, equipment hired, fees, licenses, insurances and taxes of every description have been paid in full and there are no liens outstanding for said project. Contractor further certifies that he will indemnify and save harmless the Owner from any and all manner of claims, liens, suits, loss or damage arising by virtue of Contractor or Contractor's subcontractors or suppliers. WARRANTY AND GUARANTEE If within one year after the date of acceptance by Owner or such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Project Engineer, any work is found to be defective, Contractor shall promptly, without cost to the Owner, in accordance with Owner's written instructions, either correct such defective work or, if it has been rejected by owner, remove it from the site and replace it with nondefective work. If contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective work corrected or the rejected work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by Contractor. INDEMNIFICATION The Contractor shall indemnify and hold harmless the Owner against all claims, damages, losses and expenses, including but not limited to, attorney's fees, arising out of or resulting from negligent acts, errors or omissions of the Contractor where the claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or injury to or destruction of tangible property, including loss of use resulting therefrom. COST AND MATERIAL A detailed accounting of all cost and all quantities of material used in this project, per the as-built and record drawings, is attached as Page 2 of 2, Exhibit "A" and made a part of this certification. THE UNDERSIGNED person, or persons, is authorized to represent the company, corporation, representative or individual (Contractor) and binds himself, his partners, successors, executors, administrators, assigns and legal representatives to the above. Tarpon Cove Phase II PROJECT NAME WATER AND/OR WASTE WATER SYSTEM Guymann Construction of Florida, Inc. CONTRACTOR Sworn to and subscribed before me this 30th day of July 1998 Beverly R. Harris 5686 Youngquist Rd. Ft. Myers, FI. 33912 ADDRESS Fred Russell Vice President Page I of 2 FROM : Panasonic FAX SYSTEM PHONE NO. : 9415662203 Oct. 16 1998 02:37PM P2 COLLIER COUNTY GOVERNMENT PUBLIC WORKS DIVISION 3301 E. TAMIAMI TRAIL NAPLES, FL 34112 (941) 732-2575 FAX: (941) 732-2526 A CERTIFIED BLUE CFiIF COM/%{UNIT¥ October 15, 1998 Ouyman Construction Company 5686 Youngquist Road Ft. Myers., FL 33912 Re: Bacteriological Analysis Results - Main Clearance Attached please fred the analytical results on the following water main clearance project: Tarpon Cove Phase H. These results were fotmd to be acceptable by Collier County Laboratory, #55261. Should you have any further questions regarding this matter, please contact me at (941) 352-7004. Sincere,.ly, Howard B. Brogdon Laboratory Supervisor FROM : Panasonic FAX SYSTEM Oepartmeflt of tleaLth Office of teberatory Services T~, ~t PI~B Beach DRINKING WA TEA BACTERIOLOGICAL ANAL YSIS PHONE NO. : 941566220~ Oct. 16 1998 02:~8PM P4 DHRS# 55~61 FOR LAB USE ONLY Re~' d 10:45 i0-13-98 TESTED Da~e: 10-13-98 By :ME~ Time: 15:~ TO CONF I R~ED Press har~, (5) copies Col!lap Co,wary Wate~ Dep~ 51 14069 7w?~-~558 SYSTEM ~HE: SYSTEH I.D. NO: SYSTEH PH~E ~: ~DRESS: F~ C~NTY: ~O ~ 1 i · ~ DISTRICT: COLLECTOR PHONE. ~: 3.301 Tamiaai Tpail, Naples, -- H. BROSDON' 7COLLECTOR: SITE (LocaLity or subdlvlslon).TARPON COVE PHASE I I DATE AND TINE COLLECTED: !~--!4--~ , ~__~_~_ Tn 1~.-. 1 ~ TYPE OF 5UPPLYCCircLe o~e)' _C~.~y water G~ Nonco~ty water s~C~ N~tra~;en~ - no~ity wate~ z~C~ TYPE OF S~LECCirc[e ~e): C~L fence R~eat Rep[accent ~Ha~n c[earan~ gel L survey Other (Check BOx) [ ] Oistr~tfon [ ] Check here if ~nt ~e · [ ] Raw to c~nty ~[ic health TO,BE C(~4P~ETED.BY COLLECTOR OF SAMPLE Ii T~)__SJE COMPLETED BY LRB_ ANALY~.I METHODIL"~ M~.F~ MTF HI40-HL~ PA' COLL. SAMPLE POINT CL NON ccm~iRM CO~FZRN NO. (Specffic Address) RES~O pH COLIFORM *TOTAL TOTAL FECAL E. tOLl SAMPLE NUMBER I ~8+5~ JUMPER 3.~ 8.62 ~ 9810-~8 ~ i9+95 ~.5 8.58 ~/~ 9~10-~39 ~ 11+00 3.5 8.39 /~ 9810-~40 ResuLts in his co[u~n ate presun~tlve. Total coLfform a~d fecal co[iform or E. cola conflrmatfon ~f[[ follow in ~-~8 hours. p - CoLfforms are present C - ConfLuent erowth TA - Turbid, Absence of gas or acid A - CoLffo~ are ~s~D~ ._ _TMTC - TOo n~rous to co~t INVOI~DRESS Cif differs: than a~ress ~[~): INTERPRETATIONS-REMaKE BY. PROG~VIE~R REMARKS: DAY ONE NN4E AND HAILING ADDRESS OF PERSON/FIRM TO RECEIVE R~:'ORT REVIEWING OFFICIAL: T]TLE: ~ATISFACTORY [NCC~PLETE COLLECTION REPEAT SAMPLES REPLACEMENT SANPLES FROM : Panasonic FAX SYSTEM S~ate of FLorida I)ep~rt~ent of #esLth office of Laboratory Services J~k$olwtLie, Hl~t, P~Qla T~, Wem~ PRim DRINKING WATER BACTERIOLOGICAL ANAL Y'~IS PHONE NO, : 9415662285 Oct. 16 1998 02:38PM P5 DHRS# 55261~ORL~ USEONLY Rec'd 13:2~ 10-14-98 TESTED Date: 10-14-98 By:MLB Time: 15:50 TO 16:4~ CDNFI~RME~ Pmssha~(5)cop~s Collier County Water Dept 5114069 73'°--2558 SYSTEM I.D. NO: SYSTEM PHONE #.. 11 FL. COUNTY: Co 1 1 i el"' DISTRICT: COLLECTDR PHONE #: SYSTEM )lAME: AODRESS: ~3~1 Tam£ami T~ail~ Naples~ M-~ 'L. BUSH ~COLLECTOR: SAMPLE SITE (L~a[ity or S~iVision)~ARpON COVE PHASE DATE AND TINE C~LECTED: T~E OF SUPPLYCCircte r, ,~:¢ u~.. aw~,,,,,~ng ~O[ BOtt[~ uater Llmlt~ Use syst~ TYPE OF S~PLE(CircCe ~urvey Other (Ch~k Box) T~i.BE COP4PLETED BY TO BE CC~4PLRT~p BY COLLECTOR OF SAMPLK "~NX~SZ$ NETHO0: ~ ,H~"~ HTF COLL. S~PLE POINT CL NON ~]RH CONFIRM NO. (S~cific Addr~/) RE~'D pH COLIFORN eTOTAL TOTAL FECAL E. COLI S~PLE I ~8+50 JUMPER 3.5 8.56 ~ _ . _~810-30~ ~ 19+95 3-5 8.61~ ResuLts in this coLum are pres~eptlve. Total coliform and fecal coliform or E. coL.[ confirmation wiLL foLLow in 24-/-8 hours. p - Cotifoms ere present C - Coflftuent growth TA - Turbid, Absence of gas or acid A ' CoLifprms are ab;qqt TNTC - Too numerous to. coun~ ~'iCE ADDRESS Cif d~fferent than address below): INTERPRETATIO~S-REMARICS BY. PROGI~q REVIEt~ER REMARKS: DRY TWO NAME AND MAILING ADDRESS OF PERSO~/FIRfl TO RECEIV~ REPORT REVIEWING OFFICIALt TITLE: C ) ( ) SATISFACTORY C ) INCOMPLETE COLLECTION INFORHATIOI C ) REPEAT SAMPLES { ) REPLACEMENT SAMPLES PROJECT NAME: Tarpon Cove, Phase II WATER SYSTEM WASTEWATER SYSTEM WASTEWATER PUMPING oYolEM X This is a detailed accounting of all cost and all quantities of materials used and installed ~.n this project per the asbui].t and record drawings with each item separately described by size, quantity, unit price and total cost. Include full description and quantity installed for each category. The mobilization, restoration, pavement repair, testing, etc. is included in the appropriate individual line item cost listed below. ITEM I)ESCI~IPT[OH I 517,1'; I QUANTITY [ UHIT CO.(.;T tl TOTAl, DR-14 PVC Water Main 8? 1975 T.~ Gate Valve & Box Fire Hydrant Assembly Bac-T Sample Point Potable Water Service Service Sleeves Fire Service Gate Valve Sch. 80 PVC Fire Service 8" 2 EA 660.00 1,320.00 5 EA 1,550.00 7,750.00 1EA 800.00 29 EA 650.00 4" 580 LF 3.00 2" 8 EA 339.00 2" 715 LF 6.00 800.00 18,850.00 1,740.00 2,712.00 4,290.00 TOTAL WATER SYSTEM: $63,137.00 2/92 Page 2 o£ 2 C()N I'CER'F. BI.K 'I'()'I'AI, C' PROJECT NAME: Tarpon Cove - Phase II This is a detailL~.d accounting of n]..I, c;o.qt and ali q~nnLlti~s of materials used and installed .in th.J.~ pl-ojeot poi- I:h~ n~l.,ui.l[: and r~oord draw.[rigs l,t [ Lh each .l_tem separnt~J.y quantity, unit p~:.i, co and torn.1 and quantity installed for eaoli catego::y. The mol.~[.LJ, zntlon, appropriate j.I~].LVi(Itlct / ] i ~,e item co~l: .l.:i .t:etl I~, l~w . I'I'EM I)ESCI~.[F'T.LON I :;I7,1!; j QUAHTI'I'¥ j UHIT ~:()f;T ii $DR-35 Gravity 0'-6' SDR-35 Gravity 6'-8' SDR-35 Gravity 8'-10' Sanitary MH 0'-6' Sanitary MH 6'-8' Sanitary MH 8'-10' Service w/Cleanout 8" 1004 LF 13.00 8" 472 LF 15.00 8" 150 LF 19.00 4' dia. 5 EA 1,050.00 1,200.00 1,800.00 350.00 4' dia 4 EA 4' dia 1 EA 6" 30 EA TOTAL WASTEWATER SYSTEM: 13,052.00 7,080.00 2,850.00 5,250.00 4,800.00 1,800.00 10,500.00 $45,332.00 219). Professional cnginecrs, planners & land sur¥cyors July 31, 1998 Board of County Commissioners of Collier County 3301 Tamiami Trail East, Building F Naples, FL 34104 Re: Tarpon Cove Phase II, PN 7183-2 Honorable Commissioners: The purpose of this letter is to certify that to the best of my knowledge, information and belief and in accordance with commonly accepted procedures consistent with applicable standards of practice, the water utility facilities to be dedicated at the above-referenced project have been constructed within a dedicated right-of-way. This is not a guaranty or warranty, either expressed or implied. Sincerely, Dominick J. Amico, Jr., P.E. DJA/jam cc: Rick Mercer 06-934jSdoc.wpd Main Office: 7400 Tamiami Trail N.. Ntfitc 200, Naples., }:lorica 34108 · (94 ) 59'7-3111 · [:,,'iX: (941 't 506-2203 LccCounD': 1623 tlc)~&'vSt..Suitc l()l,f;(>rt Ms'cr>,.,Florid~33901 · (9411334 1t73- FAX: (941)334-1175 Contractor's Certification On this 30th day of July 19 98 the UNDERSIGNED (hereinafter referred to as "CONTRACTOR") HEREBY CERTIFIES to Collier County Utilities (here-inafter referred to as "OWNER") the following: WAIVER OF LIEN All labor employed, material purchased, equipment hired, fees, licenses, insurances and taxes of every description have been paid in full and there are no liens outstanding for said project. Contractor further certifies that he will indemnify and save harmless the Owner from any and all manner of claims, liens, suits, loss or damage arising by virtue of Contractor or Contractor's subcontractors or suppliers. WARRANTY AND GUARANTEE If within one year after the date of acceptance by Owner or such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Project Engineer, any work is found to be defective, Contractor shall promptly, without cost to the Owner, in accordance with Owner's written instructions, either correct such defective work or, if it has been rejected by owner, remove it from the site and replace it with nondefective work. If contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective work corrected or the rejected work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by Contractor. INDEMNIFICATION The Contractor shall indemnify and hold harmless the Owner against all claims, damages, losses and expenses, including but not limited to, attorney's fees, arising out of or resulting from negligent acts, errors or omissions of the Contractor where the claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or injury to or destruction of tangible property, including loss of use resulting therefrom. COST AND MATERIAL A detailed accounting of all cost and all quantities of material used in this project, per the as-built and record drawings, is attached as Page 2 of 2, Exhibit "A" and made a part of this certification. THE UNDERSIGNED person, or persons, is authorized to represent the company, corporation, representative or individual (Contractor) and binds himself, his partners, successors, executors, administrators, assigns and legal representatives to the above. Tarpon Cove Phase II PROJECT NAME WATER AND/OR WASTE WATER SYSTEM Guymann Construction of Florida, Inc. CONTRACTOR Sworn to and subscribed before me this 30th day of July 1998 RY PUBLIC Beverly R. Harris 5686 Youngquist Rd. Ft. Myers, FI. 33912 ADDRESS Fred Russell Vice President Page 1 of 2 Official Receipt- CDPR1103 - Official Receipt Collier County Board of County Commissioners Payment Slip Nbr UT 45453 ITrans Number 105208 Date 11/20/1998 2:14:54 PM Post Date 11/20/1998 GUYMAN CONSTRUCTION TARPON COVE PHASE II Payor' GUYMANN CONST Fee Code 42CYIN Fee Information Description COUNTY INVOICES GL Account 40800000011510000000 Total Amount Waived $392.44 $392.44 Payments Payment Code Account/Check Number Amount CHECK 10094 $392.44 Memo: GUYMANCONSTRUCTION 5686YOUNGQUISTRD FT. MYERS, FL33912 DOR177 WO #12410 11/12/98 Total Cash [ $0.001 Total Non-Cash $392.44 Total Paid l $392.44 J CK# 10094 11118/98 Cashier/location: FROLOFF_E / 1 User: PATTERSON_F Collier County Board of County Commissioners CD-P/us for Windows 95/NT Printed:l 1/20/1998 2:15:21 PM FROM : AGNOLI BARBER BRUNDAGE 10~20/1998 13:38 9415977052 PHONE NO. : OCT. 28 1998 02:12PM P2 North Naple. Fire' Control & Rescue FIRE I~IEYENTIOtl ~REAU 1~1 PINE RIDGE RO~ · NAPLES, FLORIDA ~1~ (~) 5~7-~7 F~ (~1) 5~7~22 October 20, [998 Roger San~zu8 Agnol£, Barber and Brufldage, Inc. 7400 Tamiami Trail NO, Naples, FL 34108 RE: Fire Hydrant Acce~t. ance Tarpon CoVe - Unit carrick Bend Cir. (6 Hydrants) Dear Roger, The North Naples Fire Control and ReSCUe DistZic~ has inspected and received our fees for ownership and maintenance of the above hydrants. We will accept ownership and maintenance at this time. The following are the results of a flow Residual 48 G~M 950 PltOt 32 If you have any questions, please dc not hesitate ~o give me a cai1. Sincerely, NORTH NAPLES FIRE DEPARTMENT Karl K, Reynolds Fire Marsha! Fire Preven=ion ~ureau KKRtsC Profcssional cnginccrs, planners & land su~'cyors GRAVITY SEWER INFILTRATION TEST REPORT PROJECT Tarpon Cove Phase II, PN 7183-2/X002 WITNESSED BY Jim Bailey DATE 6/26/98 PROCEDURE MEASUREMENT TIME DATE 1:00 p.m. 6/25/98 MEASUREMENT 1:00 p.m. INFILTRATION Zero GPD VERTICAL DISTANCE LID TO WATER N/A N/A 6/26/98 ALLOWABLE LEAKAGE SEWER SIZE 8 INCHES, D TOTAL LENGTH 1740 FT/5280 = 0.32 MI, L ALLOWABLE LEAKAGE 50 GPD/MI/INCH DIA AL = (50XDXL) = 128 GPD PASSED Yes Line was plugged at last sewer manhole before joining existing in use system. Main Oftice: 7400 Tamiami Trail N., Suite 200, Naples, Florida 34108 . (941) 597-31 l I · FAX: (94I) 566-2203 Lee Court%,: 1625 tlcndrv 54., Suilc 101. Fort .M)crs, Fl(,mkt 33901 - (94l) 334-1173 - FAX: (941) 334-117S COLLIER COUNTY UTILITIES W~STEWATER DEP~RTMENT PROJECT VIDEO REVIEW DATE OF REVIEW: 8-18-98 PROJECT NAME: Tarpon Cove Phase Two ENGINEER OF RECORD: CONSTRUCTION CONTRACTOR: Guyman Cont. VIDEO CONTRACTOR: SEWER VIEWER COMMENTS: Lines and services are acceptable (north) RECOMMENDATIONS: ~ REVIEW NUMBERED COMMENTS IN ONE YEAR: i I NUMBERED COMMENTS UNACCEPTABLE: (REPAIR/REPLACE) ~ OTHERRECOMMENDATIONS: Chris Farris COLLIER COUNTY GOVER NT COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION PLANNING SERVICES DEPARTMENT ENGINEERING REVIEW SECTION Mr. Dom Amico Agnoli, Barber & Brundage, Inc. 7400 Tamiami Trail N., Suite 200 Naples, Florida 34108 2800 NORTH HORSESHOE DRIVE NAPLES, FL 34104 RE: Tarpon Cove, Unit Two, Water & Sewer Dear Mr. Amico: A preliminary inspection of the referenced project was conducted by Randy Casey of the Engineering Review Section of the Planning Services Department on August 06, 1998. 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) 643-8418 or Clyde Fugate at (941 )403-2417. Sincerely, Engineering Inspection Supervisor CF/rc/mk/f:~Inspection form CCi Cindy Erb, Engineering Technician, Public Works Timothy L. Clemons, Wastewater Director, Utilities Ed Finn, Water Director, Utilities Evelyn Ferguson, D.O.R. Billing Supervisor Randy Casey, Engineering Inspector, Engineering Review Section Shirley Nix, Engineering Tech. II, Engineering Review Section File Building Review & Permitting Code Enforcement Housing & Urban Improvement (941) 403-2400 (941) 403-2440 (941) 403-2330 Natural Resources Planning Services Pollution Control (941) 732-2505 (941) 403-2300 (941) 732-2502