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Cedar Hammock Golf MaintenanceDATE: TO: FROM: RE: MEMORANDUM August 7, 2000 Maureen Kenyon, Supervisor, Clerk to Board Shirley Nix, Engineering Technician II,~~ Project Plan Review Cedar hammock Golf Maintenance Water and/or Sewer Facilities Acceptance Recording Fee Number 113-138312-63-649030 ~ t/e/d~i ~lZ~/ , ~-~~The Board of County Commissioners a~ n acceptance of the water and/or sewer facilities within the above-referenced project. Attached, please find the following recorded documents, in order: 1. Utilities Facilities Subordination, Consent and Joinder 2. Bill of Sale 3. Utility Easement 4. Utilities Facilities Warranty Deed Also, please find attached the following documents for your files· 9. 10. 11. Owner's Affidavit Attorney's Affidavit Copy of preliminary approval letter from Engineering Review Copy of Letter of Credit Engineer's final payment confirmation Certification of pressure testing of water lines by Engineer of Record Bacteriological clearances (DER certification) for water facilities Memorandum to Maureen Kenyon, Supervisor, Clerk to Board August 7, 2000 Page Two 12. DER Placement-in-Service letter for sewer facilities 13. Contractor's Final Release of Lien 14. Lab results on bacteriological test for water lines 15. Verification of final cost (Detailed: quantities, sizes, unit cost, total cost, etc.) 16. Letter by Engineer certifying that all water and/or sewer facilities are located within the public right-of-way or dedicated easements 17. 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 18. Letter from fire district certification of field fire flow capacity testing 19. Copy of backflow prevention assembly test report 20. Certification of the inflow/infiltration test for the sewer lines by Engineer of Record 21. Coating certification of man holes, wet wells and dry well from manufacturer 22. Copy of video tape test report 23. 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 24. One copy of utility easement If you have any questions, please call and advise accordingly. attachments doc:2094-2 l)wigh! E. Brock Clerk CLERK OF THE CIRCUIT COURT COLLIER COUNTY COURTHOUSE 3301 TAMIAMI TRAIL EAST P.O. BOX 413044 NAPLES, FLORIDA 34101-3044 R g ~ E OFFICIAL RECEIPT When Validated BRANCH OFFI.CES: GOLDEN GATE 4839 GOLDEN GATE PARKWAY GREENTREE SHOPPING CENTER 2386 IMMOKALEE ROAD IMMOKALEE 101 S. FIRST STREET MARCO ISLAND 1040 WINTERBERRY DRIVE EVERGLADES CITY 207 BROADWAY AVENUE DOC TYP E;..U E': 0 F:iZ E Si:! T BOOK PAGE 2?06 2 6";:' i · ~ ..-:, ,-., .c ...., ,:. ,::, · '-:, -7 -., .:., 2/-., 9 ,:-:, DESCRIPTION ANOUNT DUE F;"EC:ORDI~'"--:',~,o OF L' EGAL iNiSTRUMEN i(:;4.-'."~0 i-'~ f~l F" , b,4 F' N ' T .'* '~', ". -" , .-. ......... &.~,'-,4 ~4~. ~ STAMP'E -- --'",'-', i . ..... 9i:.: ;2 2. g,326g .,O8/04 / 200[ ...... , 2-- BILLED: 1t9.90 ~ MI ANT PAID: , _u F;:E(J::(]F<D Z hi!'3 TOTAL DUE: 119.90 This instrument was prepared by and should be returned to: Steven P. Kushncr, P.A. 1375 Jackson St., Suite 202 Fort Myers, Florida 33901 2671989 OR: 2706 PG: 2671 RECORDED in O~HCIAh RECORDS 0f COLLIER COUNTY, ~L 08/04/2000 at ll:04AM DWIGHT g. BROCK, CLERK REC FEE 28.50 Retn: ENGINEERING REVIEW SERVICES SHIRLE~ NIX ~IT 558~ UTILITY FACILITIES SUBORDINATION, CONSENT AND JOINDER &,,T~IS SUBORDINATION, CONSENT AND JOINDER is given this'~i~od~Y of ,2000, by U.S. HOME CORPORATION, a Delaware corporat' , (hereinafter referred to as "Secured Party"), 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"). The term "Secured Party" is used as singular or plural, as the context requires. WITNESSETH: WHEREAS, Secured Party is the owner and hold of that certain Consensual Lien recorded in Official Records Book 2525, Page 1096, et seq. of the Public Records of Collier County, Florida (hereinafter referred to as "Consensual Lien"), 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 easement 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 Secured Party consent to, join in and subordinate the Consensual Lien to the interest that County has in the Easement Property to which request Secured Party 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 Secured Party does hereby consent to, join in, and subordinate the Consensual Lien to the grant of that certain easement described herein over, under, and across the Easement Property and any interest of the County in any 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 Secured Party shall remain otherwise in full force and effect. suboreas2.g 19 OR: 2706 PG: 2672 IN WITNESS WHEREOF, the Secured Party has caused these presents to be executed the date and year first above written. Witness U.S. HO~~.~TION, _ By: Name: Title: STATE OF FLORIDA COUNTY OF ~ The foregoing Utility Facilities Subordination, Consent ~nder was acknowledged before me by ~/~.-~ as ~ ~ of U.S. HOME CORPORATION, a Delaware corporation, on behalf of the corporation. Person/~own. to me or produced identification. Type of identification produced: WITNESS my hand and official seal this /raY- day of ~e2~; ~ ,2000. (Affix Notary Seal) My Commission Expires: suboreas2.gl9 2 ngineering, nc. Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") OR: 2706 PG: 2673 A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00 °51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00°51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°32'08" FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14'. FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N. 10 °1 l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 ' (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102. (941)403-8866 · Fax (941)403-8868 OR: 2706 PG: 2674 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20°07'48'' FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46" FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08°25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27054'04" FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 o 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°01'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87008'36'' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96°13'18'' FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05o48'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83037'25" FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5038'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32°05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49028'54" FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08°25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' Sheet 2 of 4 OR: 2706 PG: 2675 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°I l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114°55'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34'. FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89 °08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. THOMAS C. Si/AW, PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION No. 4672 S:UOBS\ 12XXZ 1263\SURVEY'd)ESC~MT_UE.LEG Sheet 3 of 4 '~ 10' NOT TO SCALE TRACT 'F-4" CEDAR HAMMOCK P.E. 32, PGS. 91-108 N. ~2°05'38"E. RADIAL LIN£ EXTENDED LEGEND (1) CURVE 1, SEE CURVE TABLE P.E, PLAT BOOK P GS, PA GES L.M.A. LAKE MAINTENANCE EASEMENT L.B.E. LANDSCAPE BUFFER EASEMENT U.E. UtiLITY EASEMENT (R) RADIAL LINE SKETCH TO ACCOMPANY DESCRIPTION OF A PARCEL OF LAND L~NG IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA TRACT "L- 6" NO TES SEE SHEETS. I THROUGH 5 OF 4 FOR COMPLETE LEGAL DESCRIPTION. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N. OO°SF56"E. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVA DONS AND RIGHTS-OF- WA Y OF RECORD. TRACT "F- 4" / / CEDAR HAMMOCK / P.B. 32, PGS. 91-108 TRACT "F- 4" '? ......... £~ -E A-C ................ NAPLES HERITAGE GOLF AND COUNTRY CLUB PHASE ONE PLA T BOOK 26, POS 7J-80 CUR VE TABLE 58.00' 44=04'47" 4,4.62' 23.48' 43.53" S.~eJB'20"E. 7 75.00' 20e07'48' 2~,J5' 13,3t' 2&.2I' N. 08"22'24~£. 255, 00'27°54'04 ·124, lB' 63. J4't2~. 95'-~ 22e22'JO"E TRACT "L-6" TRACT "B-1" TRACT "G-19" .< o .< © ~2 ~ POINT ',~ ~ OF ~ ~ BEGINNING N. 89°08'04"~ 250. 40' S. 89°08'04 "E. 269. 59' 10' 2h61' i , POIN.T OF COMMENCEMENT ~ SOUTHEASt' CORNER TRACT 'G-19", CEDAR HAMMOCK P.B, ~z Pos. ~1-,oB ***THIS IS NOT A SURVEY*** FLORIDA CERTIFICATION NO. 4672 --'PHIS SK(:TCH iS NOT VALID UNLESS IT REARS THE DGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SUR~,~YO~ AND MAPPER --PREPARED .JANUARY 18, 2000. PREPARED BY: SHEET 4 OF 4 ENGINEERING,SURVEYING & LAND PLANNING ZlSO-?Ol OOODLETYE ROAD NAPLES, FLORIDA 34102 (941) 4O3-aBefl FLORIDA SURVEYING BUSINESS CERTIFICATION NO 0690 Retn: RNGINRERING RRVIH SERVICES SHIRLB¥ NIX ~XT 558~ 2671990 OR: 2706 PG: 2677 RECORDED in the OPPICIAL RECORDS of COLLIER COUNTY, 08/04/2000 at 11:04AM DWIGHT I~, BROCK, CLBRK BILL OF SALE 28.50 THIS BILL OF SALE evidencing the sale and conveyance of the water and sewer utility facilities described herein is made this 10th day of January ,'~$'2000, by CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT DISTRICT OFFICES 210 N. UNIVERSITY DRIVE, SUITE 301 CORAL SPRINGS, FLORIDA 33071 (hereinafter referred to as "Seller"), 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, its successors and assigns, (hereinafter referred to as "Buyer"). WITNESSETH: The 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 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 Buyer's heirs, successors and assigns forever, all those certain water and sewer utility facilities lying within the following described land, together with appurtenant easement rights for the operation, installation and maintenance of said facilities, situate, lying and being in Collier County, Florida, to wit: (See Exhibit "A" attached hereto and incorporated by reference herein.) OR: 2706 PG: 2678 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. IN WITNESS WHEREOF, the Seller has caused these presents to be executed the date and year first above written. Witness -'~' ~ ~q ~/pO -AO bL STATE OF FLO~DA CO~ OF COLLIER By: Peter R. Comeau Chairman - Board of Supervisors The foregoing Bill of Sale was acknowledged before me by ~l~rl'El~'l~x .Q~--hl~ ~A~LI , ~-V~~T '~i ~qq~_lC;F , O~: :~kL°i~---~dt~ e-'~ , on behalf of the corporation. Personally known to me or produced identification. Type of identification produced: WITNESS my hand and official seal this . (Affix Notary Seal) day of JA~d M.y~ommission Expires:i I ]11~ Prepared By: BANKS ENGINEERING, INC. 2150 GOODLETTE ROAD, SUITE 701 NAPLES, FLORIDA 34102 OR: 2706 PG: 2679 ngineering, ne. Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00 o 51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°32'08" FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14'' FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N.10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 OR: 2706 PG: 2680 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 °07'48" FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46'' FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08°25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27 ° 54'04" FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 °l 8'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10001'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87008'36'' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96°13'18'' FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05048'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83°37'25'' FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5 °38'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32 °05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49 °28'54" FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08°25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20°07'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46 °54'50" Sheet 2 of 4 OR: 2706 PG: 2681 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°I l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114°55'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34" FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERT4FICATION No. 4672 S:UOBS\ 12X321263\SURVEY~DESC\PMT_UE.LEG Sheet 3 of 4 NOT TO SCALE 10' U.E. (15) TRACT "F 4" CEDAR HAMMOCK P.E. 32, PGS. 91 108 N. 52°05'58"E. (R) SKETCH TO ACCOMPANY DESCRIPTION OF A PARCEL OF- LAND C~ LYING IN '" ~'~9. SECTION .3, TOWNSHIP 50 SOUTH, RANGE 26 EAST '12)~.~ ~ ~ COLLIER COUNTY, FLORIDA w% -..x -," NOTES ~ ~" ~0 SEE SHEETS 1 THROUGH 3 OF 4 FOR COMPLETE LEGAL DESCRIPTION. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N. OO°51'56"E. ,, SUBJECT TO EASEMENTS, RESTRICTIONS, TRACT "I, 6 RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. TRACT "F 4" / CEDAR P.B. 32, 20' L.M-A' TRACT "F 4" HAMMOCK PGS. 9] 108 NO. 1 2 4 5 6 7 8 9 I0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 LEGEND (0 PGS. L.M.A. L.B.E. (R) RADIUS 20. 00' 58. 00' 8Z O0° $25.00' 125. 00' 75.00' 75.00' 225. 00' 255. 00' 12. 00' 125.00' 12. 00' 12. 00' 75. 00' 12. 00' 255. 00' 205. 00' 175.00' 125. 00' 125. 00' 75. 00' 275.00' 58. 00' 20. 00' CURVE 1, SEE CURVE TABLE PLA T BOOK PA GES LAKE MAINTENANCE EASEMENT LANDSCAPE BUFFER EASEMENT UTILITY EASEMENT RADIAL LINE NAPLES HERITAGE GOI, t;' AND COUNTRY CLUB PIIASE ONE PI A f BOOK 26, PCS. 7J 80 TRACT TRAC'[' "G 19" 20' L.B.E. ~ ~ N. 89 °08 '04 "W. 2JO. 40' S. 8,,° °08'04 "£. 269. 59' "~ 6 15' L.B.E. POINT OF COMMENCEMENT-j SOUTHEAST CORNER TRACT "G- 19", CEDAR HAMMOC¥ P.B. J2, PGS. 91-108 CURVE TABLE DEL TA ARC TANGENT CHORD CHORD BEARING 74032'08" 2&02' 15.22' 24.22' N. 51°52'OO"W, 44°04'47" 44.62' 23,48' 43.53' S. J6°JB'20"E, 56°59'14" 86.5J' 47.22' 83.01' N, JO°II'OZ"W. 08029'46" 48.19' 24.14' 48.15' $.05°56'2J"E, 38°25'05'' 83.81' 43.55' 82.25' S. 29°2J'48"E. 46°54'50" 61.41' 32.54' 59.71' N, 25°OB'55"W. 20007'48" 26. J5' lJ. Jl' 26.2t' N. OB°22'24"E, 26051'46" 105.49' 53.73' 104.5J' S. 05°O0'25"VK 27054'04" 124.18' 63.34' 122. 95' S. 22°22'30"E, 81018'06" 17.03' 10.30' 15,63' N. O4*Ig'JI"E. 10001,32" 21.87' 10.96' 21,84' S. Jg°57'48"~ 87008'36" 18.25' 11.42' 16.54' N. ZB°JI'20"E. 96°13'18" 20.15' 13.J8' 17.87' S, 09°47'4J"E. 05048'05" 7.59' 3.80' 7.59' S. 41°12'58"W. 8JoJ7'25'' IX51' lO. 7J' 16,00' S. 85055'44"~, 05038'48" 25. IJ' 12.58' 25.12' S, 55°04 '58"E. 49°28'5J'' 177.04' 94.47' 171.59' S. JJoOg'55"E. 26051'46'' 82.05' 41.79' 81.JO' S. 05°00'25"W. 20°07'48'' 43.92' 22.19' 43.59' N. O8°22'24"E. 46054'50" 102. J5' 54,24' 99.52' N. 25°OB'55"~Z J8°25'05" 50.29' 26,13' 49.35' S. 29°23'48"E. 08029'46'' 40. 78' 20,4J' 40. 74' S. 05°56'2J"E. 114°55'08" ll6. JJ' 90.90' 97.79' N. 59°og'o4"W. 27°28,34" 9. 59' 4. 89" 9. 50' N. 77°07'Jg"E. SHEET 4 OF 4 0 0 POINT OF BEGINNING ***THIS iS NOT A SURVEY*** TP~%~2~SURViYOR & MAPPER FLORIDA CERTIFICATION NO. 4672 --THIS SKEiCH IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER --PREPARED JANUARY ;~. ~000. PREPARED BY: ngineerin , 3nv. ENGINEERING, SURVEYING & [,AND H,ANNIN(] 2150 701 GOODI,ETTE ROAD NAPI,ES, FLORIDA 34102 (941) 403 sass FLORIDA SURVEYING BUSINESS CERTIFICATION NO 6690 This instrument was prepared by and should be returned to: StevcnP Kushner. PA. 1375 ,lackson St.. Suite 202 Fort Myers. Florida 33901 2671991 OR: 2706 PG: 2683 RECORDED in O~HCIAL RECORDS of COLLIER COUN?Y, ~L 08/04/2000 at ll:04AM DWIGHT E. BROCK, CLERK ENGIMEERING REVIEW SERVICES SHIRLEY NIX UTILITY EASEMENT DOC-,70 13.00 .70 THIS EASEMENT, granted this 18th day of April, 2000, by THOMAS. S. DUFFY, TRUSTEE, having powers provided for under Section 689.071, Florida Statutes ("Duffy") and the CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT, a special district formed under Chapter 190, Florida Statutes, (the "District"), where collectively, as "Grantor", 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, its successors and assigns, as "Grantee". WHEREAS, Duffy is the owner and holder of title to that certain real property upon which the easement area (the "Easement Area"), described below, is located; and WHEREAS, the District is the owner and holder of title to the utility facilities located in the Easement Area, pursuant to that certain Corrective General Warranty Deed recorded at O.R. Book 2665, page 25 et seq. and that certain Corrective Absolute Bill of Sale recorded at O.R. Book 2665, page 28 et seq., both being recorded in the public record books of Collier County, Florida; WITNESSETH: That the Grantor for and in consideration of the sum often dollars ($10.00) and other valuable consideration paid by the Grantee, receipt of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, its successors and assigns, a perpetual, non-exclusive easement, license, and privilege to enter upon and to install and maintain utility facilities, in, on, over and under the following described lands being located in Collier County, Florida, all County utility easements indicated CUE fbr installation and maintenance of its facilities. The District agrees for itself, its successors and assigns, that it will be responsible for the cost of any and all repairs, replacement, maintenance or restoration of improvements or landscaping specifically installed by or on behalf of the District, within the easement area, to wit: See attached Exhibit "A" which is incorporated herein by reference 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. UTI L EAS2,GI 9 OR: 2706 PG: 2684 IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. Witness Vincent Murphy THOMAS S. DUFFY, TR~S/~El~ CEDAR H}MMOCK COMMUNITY DEVEI~IENT DISTRICT, a spec)/~ ~sj~,c~rn~nder Chapter 190, Fl°r~7 / J By: ~~ ~~ Name: ~_ ~- ~a~ Ti*' ' '~ r~a,~ ~ STATE OF FLORIDA COUNTY OF COLLIER The foregoing Utility Easement was acknowledged before me by THOMAS S. DUFFY. He is personally know to me [~ ] or produced identification. Type of identification produced: WITNESS my hand and official seal this /~ day of /Q/gp, / ,2000. (Affix Notary Seal) Notary Public My Commission Expires: UTILEAS2.G19 OR: 2706 PG: 2685 STATE OF FLORIDA COUNTY OF ~ ~}~a~_. _The foregoing Util!ty Easement was acknowledged before me by as .~J~-.~r0~,;; of the CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRFCT, a special district formed under Chapter 190~Florida Statutes, on behalf of the said District. He is personally know to me [~]'-or produced identification. Type of identification produced: WITNESS my hand and official seal this/~,t--- day of ~t4/---. ,2000. (Affix Notary Seal) My Commission Expires: I I I ~. COMMIS~ON NIJMBI~R CC861487 MY COMMI~ I ~' o~ ,~,oaUa. UTILEAS2.G 19 OR: 2706 PG: 2686 Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00 °51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74032'08" FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14'' FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N.10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102. (941)403-8866. Fax (941)403-8868 OR: 2706 PG: 2687 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08 °25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27054'04'' FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 o 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10001'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87008'36.' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96°13'18'' FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05048'05'. FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83037'25'' FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5038'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32°05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49028'54'' FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08 °25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' Sheet 2 of 4 OR', 2706 PG', FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38"25'05" FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°l l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°29'46'' FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114°55'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34'' FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. 2688 SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION No. 4672 S:UOBS\I2XX%1263\SURVEY~DESC~PMT_UE.LEG Sheet 3 of 4 NOT TO SCALE 32 °o5'38"E. (R) RADIAL LINE EX TENDED TRACT "F-4' CEDAR HAMMOCK SKETCH TO ACCOMPANY DESCRIPTION OF A PARCEL OF LAND LY1NO IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA PB, 32, PGE, 91-108 LEGEND (1) CURVE L SEE CURVE TABLE P,B, PLAT BOOK POS, PA GES L,M.A, LAKE MAINTENANCE EASEMENT L,B.E, LANDSCAPE BUFFER EASEMENT U.E, UTILITY EASEMENT (RI RADIAL LINE TRACT "L- 6" NAPLES HERITAGE GOLF AND COUNTRY CLUB PHASE ONE PLA T BOOK 26, PCS. 73-80 CURVE TABLE NO RADIUS DEL TA ARC ~.4NGENT CHORO CHORD 8EARIN~ I 20,00' 74e$2'OB" 26.02' 58,00' 44*04'4~" 44,62' 23,48' 4J. 5~'~36~38'20'E. ~ 87.00' 5~59'~4' 86,53' 4Z2~' ~J, Ot'N. 30~U'O7"~ ~'29'4~" 48.19' 24,~4' 48. I5'S, 05e56'2~"E, 125,00' 38~25'05" 8181' 45.55' 8225' ~29'23'48"E. 325. 00' 7 75,00' 20"07'48" 2~,J5' ~0 t2.00' a~'ta'os" ~7,03' 10.30' 15. s3'N. O4~l~'J~s. jge57,48~" · ~21~ I25,~'1~, 00' 87~08~6" S8.25' ~t42' 16,5a' N. 78'31~0~, NO TEE SEE SHEETS I THROUGH 3 OF 4 FOR COMPLETE LEGAL DESCRIPTION, BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N, OO°5t'56"E, SUBJECT TO EASEMENTS, RESTRICTIONS, R£SER VA TIONS AND RICH TS- OF- WA Y OF RECORD, CEDAR HAMMOCK P.B. 32, PGS, 91-108 TRACT "L-6" TRACT "B-1" 20' LB, E, TRACT "G-19" N, 89°08'O4"W,, 230. 40' S. 89'~08'04"E. 289.59' ......... 21,61" - POIN,T OF COMMENCEMENT / SOUTHEAST CORNER TRACT 'G-19~, C~DAR HAMMOCK P,B. 32. PCS, 9~-105 0 [,2 ,.2 POINT BEGINNING ***THIS IS NOT A SURVEY*** THOMAS C, SHAW // ' PROFESSIONAL SUR~'EYOR & MAPPER FLORIDA CERTIFICATION NO, 4672 --~41S SKETCH IS NOT VALID UNLESS IT BEARS THE S~GNAI~JRE AND ORIGINAL RAISED SEAL Or" A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER --PREPARED ,JANUARY 18. 2000, PREPARED BY: ~anks ~nginrrring, SHE[1 4 OF 4 ENGINEERING, SURVEYING & LAND PLANNING Retn: gNGINEERING REVIEW SERVICES SHIRLEY RIX 2671992 OR: 2706 PG: 2690 RECORDED in the OPPICIAL RECORDS of COLLIER COUNTY, FL 08/04/2000 at ll:04AM DWIGHT E. BROCK, CLERK WARRANTY DEED DOC-.70 28.50 .?0 THIS INDENTURE made this lOth day of January ,/~ 200Q between CEDAR HAMMOCK COMMUNITY DEVELOPMENT DISTRICT DISTRICT OFFICES 210 N. UNIVERSITY DRIVE, SUITE 301 CORAL SPRINGS, FLORIDA 33071 (hereinafter referred to as "Grantor"), 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, its successors and assigns, (hereinafter referred to as "Grantee"). WITNESSETH: The said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable, consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs, successors and assigns forever, all water and sewer utility facilities lying within the following described land, together with appurtenant easement rights for the operation, installation and maintenance of said facilities, situate, lying and being in Collier County, Florida, to wit: (See Exhibit "A" attached hereto and incorporated by reference herein.) OR: 2706 PG: 2691 and said Grantor does hereby fully warrant the title to said utility facilities, and will defend the same against the lawful claims of all persons whomsoever. For the purposes of this conveyance, the utility facilities conveyed herein shall not be deemed to convey any of the lands described in Exhibit "A.' Grantor and Grantee are used for singular or plural, as context requires. TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to enter upon said land, excavate, and take materials for the purpose of constructing, operating, and maintaining utility facilities thereon. Grantor and Grantee are used for singular or plural, as the context requires. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. Witness C7-3to~-~ [i~/~)tx~,: i-I~rn ~ ~o~ STATE OF FLO~DA CO~ OF COLLIER By: Peter R. Comeau Chairman - Board of Supervisors The foregoing Warrant Deed was acknowledged before me by 'F>~ ~P-,.~ ~ , w_$,.lr '~i~-'~T-P~IC.T' , ©f ,..q~Vl~-.~, on behalf of the corporation. Personally known to me or produced identification. Type of identification produced: WITNESS my hand and official seal this ~/ojary Public Commission Expires: it it qo]7_.L3D ~ Prepared By: BANKS ENGINEERING, INC. 2150 GOODLETTE ROAD, SUITE 701 NAPLES, FLORIDA 34102 OR: 2706 PG: 2692 Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00°51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74032'08'' FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14" FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N.10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 OR: 2706 PG: 2693 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08 °25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27054'04'' FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 o 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°01'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87008'36'' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96°13'18'' FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05048'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83o37'25'' FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5 °38'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32°05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49 °28'54" FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08°25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50" Sheet 2 of 4 OR: 2706 PG: 2694 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°I l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46" FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114055'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°28'34'' FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION No. 4672 S :UOBS\ 12XX~ 1263\SURVEY~DESC\PMT_UE.LEG Sheet 3 of 4 "' "., ,. ~ ~ -f~- RADIAL LINE A SKETCH TO ACCOMPANY DESCRIPTION ~ ~ '~o OF A . o ~. ~ LYING IN ~ -" ~ ('~L, ~ (12)~ ~-- ' COLLIER COUNTY FLORIDA NOT TO SCALE I~' ~ ~ ~' FOR COMPLETE LEGAL OESC~IPOON. / ~- ~ BEARINGS ARE ASSUMED AND BASED ON ~ THE EAST LINE OF CEDAR HAMMOCK AS BEAR/NO N. 00051 '56"E. m ~ .... 6" SUBJECT TO EASEMENTS, RESTRICT/ON& ~,,~ '[ RACT I, RESERVATIONS AND RIGHTS-OF-WAY TRACT "F 4" CEDAR HAMMOCK P.E. 32, PCS. 91 108 LEGEND PGS. L.M.A. L.B.E. U.E. (R) CURVE 1, SEE CURVE TABLE PLA T BOOK PA GES LAKE MAINTENANCE EASEMENT LANDSCAPE BUFFER EASEMENT UTILITY EASEMENT RADIAL LINE RADIUS 20. 00' 58. 00' 8Z 00" 325.00" 125. 00' 75.00' 75. 00' 225.00' 255.00' 12.00" 125. 00' 12.00' 12.00' 75. 00' 12.00' 255. 00' 205. 00' 175.00' 125, 00' 125, O0° 75.00' 275.00' 58. 00' 20. 00' NO. I 2 $ 4 5 6 7 9 10 11 12 15 14 15 16 17 lb 20 21 22 2..I 24 CEDAR HAMMOCK P.E. 32, PCS. 91 108 TRACT "F 4" TRACT TRACT "G 19" 20' L.B.E. N. 89 °08'04"W. 230. 40' S. 89 °08'04 "E. 269. 59' IO'LBE.~ 15' L,B.E. NAPLES tI[JRITAGE GOLF' AND COUNTRY CLUB PtMSE ONE PLA I [20©K 26, PCS. ?J- 80 CUR VE TA BL E DEL TA ARC TANGENT CHORD CHORD BEARING 74032'08" 26.02' 15.22' 24.22' N, 51°52'OO"W. 44004"47" 44.62' 23.48' 43.5J' S. 36°JB'20"f. 56°59'14" 86.53' 47.22' 83.01' N. 3OUI'O7"W. 08029'46" 48.19' 24,14' 48.15" S. 05°56'23"E. 38°25'05'' 83.81' 43.55" 82.25" S. 29°23'48"E. 46054'50" 61.41' 32.54' 59.71' N. 25°O8'55"W. 20007'48" 26.$5" 15.31' 26.21' N. OB°22'24"E. 26°51"46" 105.49' 53.73' 104.55' S. 05°00'25"W, 27054'04" 124. 18' 6J. J4' 122.95' S. 22°22'JO"E. BI°lb'06' 1ZOJ' lO. JO' 15.63' N. O4°I9'J1"'E. 10°01"32'" 21.87' 10.96' 21.84' S. 39°57'4B"~ 87008'36" 18.25' I1,42' 16.54' N. 78°Jl'20"E. 96°13'18" 20.15' 13.38' 1787' S. 09°47'45"E. 05048'05" 7.59' J. 80" 759' S. 4;'°12'58"~ 8J037'25" I751' 10.75' 16.00' S. 85°55'44"W. 05038'48" 25.13' 12.58' 25.12' S. 55°04'58"E. 49028'53" 177.04' 94,47' 171.59' S. JJ°OD"55"E, 26°51"46" B2.05" 41.79" 81.30' S. 05°00"25"~ 20007'48" 43.92' 22.19" 43.69' N. O8°22'24"E. 46054'50" I02. J5' 54.24' 99.52' N. 25°08'55"1¥.. J8°25'05" 50.29' 26.1J' 49.35' S. 29~2J'48"E. 08°29'46" 40. 7B" 20. 4J' 40, 74' S. 05°56'2J"E. 114055'08" I16.33' 90,90" 97.79' N, 59°09'04"~. 27028'34" 9.59' 4.89' 9.50' N, 77°O7'JD"E. POINT OF COMMENCEMENT SOUTHEAST CORNER TRACT "G-19", CEDAR HAMMOCK P.E. 32, PGS. 91-108 SHEET 4 OF 4 21.61d~ < o p~ < cD POINT OF BEGINNING ***THIS IS NoT'A SURVEY*** THOMAS C. SHAW' / PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION NO. 4672 --THIS SKETCH IS 'NOT VALID UNLESS IT BEARS THE SIGNATURE AND OPIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER --PREPARED JANUARY 18, 2000. pREPARED BY: ENGINEERING, SURVEYING & LAND PLANNING 2150 701 GOODI,ETTE ROAD NAPLES, FLORII)A :34102 (~4~) 403 ~as6 FLORIDA SURVEYING BUSINESS CERTIFICATION NO. 6690 OWNER'S AFFIDAVIT STATE OF FLORIDA COUNTY OF COLLIER BEFORE ME, the undersigned authority, personally appeared Peter R. Comeau , who to me is well known, and having been duly sworn and under oath, deposes and states: 1. My name is Peter R.Comeau I am over the age of twenty-one (21) years, am suijuris, and have personal knowledge of the facts contained hererin. 2. I am the owner of said real property located at 8676 Davis Boulevard , and legally described on Exhibit A. 3. 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 water and sewer utility facilities on the real estate hereinafter described, have been paid in full and that such work has been fully completed and accepted by the owner. 4. No claims have been made to Owner by, nor is any suite 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. 5. 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. ~ 6. 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 i~) dayof ~3d'q LL~L/ Affiant Signature Printed Name Type of Identification Produced SUBSCRIBED AND SWORN to before me this OR Produced Identification day of , who is personally known Notary Printed Name Prepared By: BANKS ENGINEERING, INC. 2150 GOODLETTE ROAD, SUITE 701 NAPLES, FLORIDA 34102 Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G- 19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00°51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74032'08'' FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14'' FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°29'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N.10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 °07'48" FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46'' FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08 °25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27 ° 54'04" FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 o 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°01'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87°08'36'' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96" 13'18" FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05048'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83 °37'25" FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5 °38'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32°05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49028'54'' FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08°25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' Sheet 2 of 4 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°I l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46" FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114055'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34'' FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. THOMAS C. S~AW, PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION No. 4672 SS JOBS\ i 2XX~1263\SURVEY~DESC\PMT_UE.LEG Sheet 3 of 4 NOT TO SCALE 10' TRACT "F 4" CEDAR HAMMOCK P.D. 32, PCS. 91-108 N. 52°05 'J8 "E. RADIAL LINE EXTENDED '12)~. C~04Z~ SECTION 5, SKETCH TO ACCOMPANY DESCRIPTION OF A PARCEL OF LAND LYING IN TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA NO TES SEE SHEETS I THROUGH J OF 4 FOR COMPLETE LEGAL DESCRIPTION. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N. 00°51 '56"E. TRACT "L 6" SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WA Y OF RECORD. TRACT "F ,I" CEDAR HAMMOCK P.]3. 32, PCS. 91 108 20, k.I¢'A' TRACT "F' -4" NO. 1 2 $ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2..I 24 LEGEND (1) CURVE 1, SEE CURVE TABLE P.B. PLA T BOOK POS. PA GES L.M.A. LAKE MAINTENANCE EASEMENT L.B.E. LANDSCAPE BUFFER EASEMENT U.E. UTILITY EASEMENT (R) RADIAL LINE NAPLES HLWITAGE GOLF AND COUNTRY CLU[3 t'HASE ONE PLA ? BOOK 2~, PCS. 75 80 TRACT "L 6" 20'LB.E. TRACT "G-19" ,,,~",p, N. Bg°os'o4"W. 2J0.40' i l~r~ POINT k. , : dl ~ BEGINNING ~ (~) X 89 °08'04 "E. 26~. 59' "~l/ ......................... ~- ~ .... ~__jg'_L~5._~ ........ 2~. ~ ~ POINT OF COMMENCEMENT -~ $OUTHEAST CORNER TRACT "G- ~9 ~ CEDAR HAMMOCW P.D. 52, POS. 91-t08 CUR VE TA BLE RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 20. 00' 74 °32'08" 26. 02' 15. 22' 24. 22' N. 51 °52'00"14t.. 58.00' 44°04'47" 44.62' 23.48' 43.53' S. JS°JS'20"E. 8700' 56°59'14'' 86.5,3' 47.22' 83.01' N.$O°I1'OT"I/K. J25. 00' 08°29 '46" 48. 19' 24. 14' 48,15' S. 05°56'2J"E, 125.00' J8°25'05" 83.81' 43.55' 82.25' S, 29°23'48"E. 75.00' 46054'50" 61.4~' J2.54' 59.71' N. 25°OB'55"W. 75.00' 20007'48" 26.35' 1J. 31' 26.21' N. OS°22'24"E. 225.00' 26°51'46'' 105.49' 5J. 7J' 104.5J' S, 05°00'25"W. 255. 00' 27°54 '04" 124. 18' 61 34' 122. 95' S. 22°22'J0"E. 12.00' 81°18'06" 17,05' I0.50' 15.6J' N. O4°Ig'JI"E, 125.00' 10°01 '32" 21.87' 10.96' 21.84' S, J9°57'48"W. 12.00' 87008'36" 18.25' 11.42' 16,54' N. 78°J1'20"E. 12.00' 96°IJ'18'' 20.15' 13,58' 17,87' S, 09°47'43"E. 75.00' 05048'05" 759' 3.80' 7.59' S. 41°12'58"F~ 12.00' 8J°J7'25" I751' 10.7J' 16.00' S. 85°55'44"~ 255.00' 05°58'48" 25.15' 12.58' 25.12' S. 55004'58"E. 205.00' 49028'53" 177.04' 94.47' 171.59' S. JJ°09'55"E. 175,00' 26°51'46" 82.05' 41.79' 81.J0' S. 05°00'25"~ 125.00' 20°07'48" 45.92' 22.19' 43.69' N, OS°22'2#"E, 125.00' 46~54'50'' I02. J5' 54.24' 99.52' N. 25°OS'55"W. 75.00' J8°25'05'' 50.29' 26.13' 49.35' S. 29°2J'48"E. 275. 00' 08029'46" 40. 78' 20. 43' 40. 74' S. 05~56'2J"E. 58.00' 114°55'08'' 116,3J' 90.90' 97,79' N. 59°Og'O4"W. 20, 00' 27°28'34" 9. 59' 4. 89' 9. 50' N. 77°07'39"E. ***THIS iS NOT A SURVEY*** SHEET 4 OF 4 THOMAS C. Si-I~N,,' PROFESSIONAL SURVEYOR & MAPPER FLORIDA CER'ilc'ICATION NO. 4672 --THIS SKETCH iS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURV'ZYOR AND MAPPER --PREPARED JANUARY 18, 2000, PREPARED 13Y: ~anks ~ngineering, ~nr. ENGINEF:RING, SURVEYING & I.ANI) PLANNING 2150-701 GOODLETTE ROAD NAPLES. F[,ORIDA 3410a (941) 40~ I]§~ }"LORIDA SURVEY[NC BUSINESS CER'¥1FICA'fION NO. 6690 ATTORNEY'S AFFIDAVIT STATE OF FLORIDA COUNTY OF LEE BEFORE ME, the undersigned authority, personally on this/f/"Z~day of April, 2000, appeared STEVEN P. KUSHNER, who to me is well known, and having been sworn and under oath, deposes and states: My name is Steven P. Kushner. I am over the age of twenty-one (21) years, am otherwise sui juris, and have personal knowledge of the facts contained herein. I am a licensed attorney, Florida Bar #351210, authorized to practice law and am practicing law in the State of Florida. My business address is 1375 Jackson Street, Suite 202, Fort Myers, Florida 33901. My business telephone number is 941/337-0080. My business mailing address is 1375 Jackson Street, Suite 202, Fort Myers, Florida 33901. o 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 the attached Exhibit "A", which is incorporated herein by reference, said land being located in Collier County, Florida. The Affiant has examined record title information to both the real and personal 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. The record owner of the real property described herein is Thomas S. Duffy, Trustee under a Florida land trust. Said Trustee acquired record title to the subject real property by instrument recorded at Official Records Book 1935, at Page 112, Public Records, Collier County, Florida, a copy being attached as Exhibit "B" hereto and incorporated herein by reference. Said Trustee has full power and authority to execute instruments of conveyance on behalf of the Trust. The subject real property is encumbered by the following described liens and encumbrances, copies of which are attached hereto and incorporated herein by reference: a) Oil, gas, mineral and subsurface rights reserved to prior owners by instrument recorded in Deed Book 30, page 91, of the public records of Collier County, Florida, a copy of which is attached hereto as Exhibit "C" and incorporated herein by reference; and b) Rights of U.S. Home Corporation, a Delaware corporation, as Optionee under that certain Memorandum of Option Agreement, recorded in Official Record Book 2441, page 1137, of the public records of Collier County, Florida, a copy of which is attached hereto as Exhibit "D", and is incorporated herein by reference; and c) That certain Consensual Lien on the Property, granted by Clyde C. Quinby, Trustee, and Thomas S. Duffy, Individually and as successor Trustee of that certain land trust agreement dated November 9, 1973, in favor of U.S. Home Corporation by instrument recorded in Official Record Book 2525, page 1096, of the public records of Collier County, Florida, a copy of which is attached hereto as Exhibit "E" and incorporated herein by reference; and d) Any and all claims or rights arising with respect to or devolving from that certain Notice of Commencement recorded on June 14, 1999, at Official Record Book 2558, page 1591, of the public records of Collier County, Florida, a copy of which is attached hereto as Exhibit "F" and incorporated herein by reference; and e) Matters set forth on the plat of Cedar Hammock, a subdivision, as recorded in Plat Book 32 at pages 91 through 108, of the public records of Collier County, Florida, as such may have been modified by those certain Assignment of Reservations and Assignment of Dedications, recorded respectively at Official Records Book 2627, page 2464, and Official Records Book 2627, page 2469, of the public records of Collier County, Florida. Both of said assignments mn in favor of the Cedar Hammock Community Development District, a special district established in accordance with Chapter 120, Florida Statues, and copies thereof are attached hereto as Exhibits "G" and "H" and are incorporated herein by reference; and f) Real estate taxes for 2000 and subsequent years. The Cedar Hammock Community Development District, a special district formed under Chapter 190, Florida Statues, (the "District"), is the record owner of utility facilities located on or within the real property described on the attached Exhibit "A". The District acquired title to said facilities by Corrective General Warranty Deed recorded at Official Records Book 2655, page 25, et seq., and by Corrective Absolute Bill of Sale recorded at Official Records Book 2655, page 28, et seq., of the public records of Collier County, Florida. Copies of said instruments are attached hereto as Exhibits 'T' and "J" respectively. Affiant further states that the information contained in this Affidavit is true, correct and current as of the date this Affidavit is given. FURTHER AFFIANT SAYETH NAUGHT. DATED this /ff'"~- day of April, 2000. Steven P. Kushner SUBSCRIBED AND SWORN to before me this I~ day of April, 2000, by STEVEN P. KUSHNER, who is personally known to me ~i]~OR produced identification. Type of Identification Produced N/A Prepared By: Steven P. Kushner, Esq. Steven P. Kushner, P.A. 1375 Jackson Street, Suite 202 Fort Myers, FL 33901 Notary Public My Commission Expires: Carol A. Landes Notary Printed Name Carol A I. andes ;~,lVly Commission CC885846 Expires November 6, 2003 ngin ering, Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00°51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°32'08" FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44004'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14" FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N. 10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°25'05'' FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50" FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102. (941)403-8866 · Fax (941)403-8868 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20°07'48" FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°51'46" FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08 °25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°54'04" FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 ° 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°01'32" FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87°08'36" FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57°54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96° 13'18" FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05o48'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83 o37'25" FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5038'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32°05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49 o28'54" FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08 °25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26o51'46'. FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20o07'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50" Sheet 2 of 4 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38"25'05" FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°l l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°29'46'' FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114°55'08" FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34'' FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00% 1'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. PROFESSIONAL SURVEYOR 8,: MAPPER FLORIDA CERTIFICATION No. 4672 S :~JOBS\ 12XX~ 1263\SURVEYkDESC~PMT_UE.LEG Sheet 3 of 4 N,,32"OS',38"E, (R) RADIAL LINE EXTENDED NOT TO SCALE SKETCH SECTION TO ACCOMPANY DESCRIPTION OF A PARCEL OF LAND LYING IN 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA TRACT "F- 4" CEDAR HAMMOCK P.B. 3Z, PGS. 91-108 TRACT "L-6" NOTES SEE SHEETS t THROUGH $ OF 4 FOR COMPLETE LEGAL DESCRIPTION, BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WA Y OF RECORD. TRACT "F-4" / P.B. 32, TRACT "F- 4" CEDAR HAMMOCK PGS. 91-108 7%"I TRACT "L-~ x: "B-1" E-- 20' L.B,E, 0 CURVE TABLE NO, RADIUS DEL TA ARC TANGENT CHORO CHORD BEAR/NC I 20,00' 74°32'08" 26,02' ~5.22' 24.22' N, 51e52'OO"W. 5B. O0'44e04'4,7' 44,62' 23,48' 4,7,53*S, JG°38'20"E. 3 8ZOO' 56a59't4" 86.53' 4Z22' aJ, O~'N, JOett*~.7"W. 87°08'3S" ;a. 25' .. 42' ~E. 54' southeast CORNER TRACT 'C-I~: cmA,~ ***THIS IS NOT A SURVEY*** THOMAS C. SHAW ~ PROFESSIONAL SUREEYOR ~ MAPPER FLORIDA CERTIFICATION NO. 4672 -~ls SKETCH IS NOT V~D UNLESS IT ~[AR~ THE SI~A~R[ AND ORIGINAL RAISED SEAL O¢ A FLORIDA --PREPARED JANUARY I~, 2000, PREPARED SHEET 4 OF 4 ENGINEERING,SURVEYING & LAND PLANNING LEGEND (1,) CURVE ', SEE CURVE TABLE P,B, PLAT BOOK POS. PAGES L,M.A, LAKE MAINTENANCE EASEMENT L.8. E, LANOSCAPE BUFFER EASEMENT ~ ~ TRACT "G- ~ 9" U.E, UTILITY EASEMENT N. 89°08'04 "~ 2JO. 40' ......... ff%7~7 ............... POIN, T OF COMMENCEMENT NAPLES HERBAGE GOLF AND COUNTRY CLUB PHASE ONE PL~ T BOOK 26. P~S. pr~pe~M~er~i COUNTy Exhibit "B" COLLIER COUNTY GOVERNMENT COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION ENGINEERING REVIEW SECTION May 10, 2000 Planning Services Department 2800 North Horseshoe Drive Naples, Florida 34104 Dave Underhill Banks Engineering, Inc. 2150 Goodlette Road Naples, FL 34102 Re: Cedar Hammock Maintenance Building Dear Mr. Underhill: This is to inform you that on May 5, 2000, the above referenced project has been granted preliminary approval by Engineering Review in compliance with Collier County Land Development Code, Section 3. All water and/or sewer facilities approved, accepted and required to be maintained by Collier County shall be conveyed to the County pursuant to the provisions set forth in Collier County Ordinance No. 97-17, as amended. You are reminded that it is your responsibility to petition the Development Services Director for final approval of the improvements upon the expiration of the minimum one (1) year maintenance period. After satisfactory completion of all final inspections., the Board of County Commissioners shall grant final approval of the required improvements establishing County responsibility for maintenance of the required improvements if it is the Board's desire to accept and maintain the facilities. If you should have any questions or if we may be of assistance, please advise. Very truly yours, Shirley ~ Engineering Technician II cc; Joe Cheatham, Wastewater Director Paul Mattausch, Water Director Diane Deoss, Public Works John Houtdsworth, Engineering Review Phone i941) 403-2400 Fax (941) 643-6968 www. co.collier, fl.us ngineering,; Professional Engineers, Planners & Land Surveyors March 1, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 East Tamiami Trail Naples, FL 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: We do hereby certify that no outstanding money is owed to us for engineering fees at this time associated with the design and certification of the water and gravity sewer systems at the above project. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:\ReceptionXLet~rs\12xx\1263\County\Golf Course-Golf Maintenance Facility\GolfMainlenanccTract B-I Utility Tumover\1263_FinalPaymentConf-GMaintTractB-I ,wpd Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490. Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 (941)403-8866 Fax (941)403-8868 Professional Engineers, Planners & Land Surveyors March 3, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 Tamiami Trail East Naples, Florida 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: We witnessed pressure testing on the potable watermain on February 9, 2000, per the standards set forth in the Collier County Utilities Ordinance. The test results are as follows: 1. Potable Watermain; Start: 10:00 a.m. ~ 158 psi Finish: 12:00 p.m.~ 158 psi No leakage was observed. We do hereby certify that the watermain has passed pressure testing as set forth by Collier County Utilities Ordinance. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:\Reception\Leuers\l 2xx\1263\County\Golf Coume-Golf Maintenance FacilityXGolfMaintenanceTract B-I Utility Turnovc'tM 263_PressureTest-GMaint-TractB-l,wpd Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 (941)403-8866 Fax (941)403-8868 ]eb Bush Governor Department of Environmental Protection South District P.O. Box 2549 Fort Myers, Florida 33902-2549 David B. Struhs Secretary Peter R. Comeau, Regional Vice President U.S. Home Corporation 10481 Six Mile Cypress Parkway Fort Myers, Florida 33912 Re: March 9, 2000 Collier County - PW Cedar Hammock - Golf Maintenance Facility (Collier County Regional WTP) 158771-001 .-DSGP Dear Mr. Comeau: · 'This acknowledges receipt of certification that the subject water distribution system extension has been completed in accordance with the plans and related materials permitted 'by this agency under Permit Number 158771-001-DSGP dated August 19," ! 999. Based on this certification and satisfactory bacteriological results, we are approving these facilities for service. Your continued cooperation in our water supply program is appreciated. S,i.~cerely, , . O. James Oni Professional Engineer Water Facilities OJO/MFJ/skw cc: David R. Underhill, P.E. ~'~ Thomas E. Kuck, P.E. c/ "More Protection, Less Process" Printed on recycled paper. ' IIIIIII Florida Depar[ment of Environmental Pro ection Twin Towers Office Bldg., 2600 Blair Stone Road, Tailahasse~, Florida 32399-2400 DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEMS CERTIFICATION OF COMPLETION OF CONSTRUCTION INSTRUCTIONS: This form is to be completed and submitted to the Department, prior to placing the system into operation. A collection/transmission system should not be placed into operation without prior Deparlment approval. All information is to be typed or printed in ink and all blanks must be filled. Construction Permit No: 52258-063-DWC-CL Name of Project Cedar Hammock - Golf Maintenance Tract Name of Owner: U,$, Home Co _r~oration Dated September 9. 1999 Name of design engineer and Florida registration number (if different from engineer signing certification): Date(s) connection to existing system or treatment plant: Treatment plant serving project Name: South County Re_~ional Water Reclamation Facili _ty County: Collier City: P~.~ Naples DEP Identification Number (also Imown as WAFR or GMS Identification Number): FLA014135 Substantial deviations from the approved plans and specifications (attach additional sheets if required): I~Q subsmnti~l deviations, see Record Drawin~ Department of Environmental Protection,, Wastewater Collection/Transmission System Certification o! L;ompletion APPROVAL '""'" ' '"' r_vn Signed: · Date:. DEP Form 62~04.~O0('/)Co) Effec~ve June l, 1992 Noc'~mm Dis~ict 160 C,o~, ~ Ccm~ Pm. ~ 32~01-$794 g04-444-8 ~00 Somhv~t D/s~:t 31~4 Cocor~ Pdm D~ve Tm~p~, F]ortd~ 33619-831S 813.744-6100 ~ Disuks 2295 Vi~mi~ Ave.. Suim 364 ~o~ Myers. Flmida 33901 813-332-697~ ~.2~ WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $ 1 0 o O0 , hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished to (customer) Ceda? He.mock on the job of (owner property) UoSo Home to the following described property: Dated On February 18, 20,99.. Mitchell & Stark Const. Co., Inc. Lienor's Name Address 6001 Shirley St. Naples, FL 34109 Printed Name Brian Penner NOTE: This is a statutoL~ form prescribed by Section 713.20, Florida Statutes (1996'). Effective October 1, 1996', a person may not require a lienor to farnish a waiver or release of lien that is different from the statuto~ form. COLLIER COUNTY GOVERNMENT PUBLIC WORKS DIVISION 3301 E. TAMIAMI TRIAL NAPLES, FLORIDA 34112 (941) 732-2575 FAX: (941) 732-2526' February 25, 2000 Mitchell and Stark 6001 Shirley Street Naples, Florida 34109 Re: Bacteriological Analysis Results - Main Clearance Attached please find the analytical results on the following water main clearance project: Cedar Hammock Phase II. These results were found to be acceptable by Collier County Laboratory, #55261. Should you have any further questions regarding this matter, please contact me at (941) 352-7004. Sincerely, ~oward B. B~ogdon Laboratory Supervisor Stele of F~ori~ Dep~rt~nt of Health Off,ce of ~eboretory Service~ Jacksonville, Nimi, pensacola Tampa, West PaLm Beach DRINKING WATER BACTERIOLOGICAL ANALYSIS · ' il,~, 'i:~ 'i,* ,,_'~. FOR LAB USE ONLY ; SYSTEM NAME: Press hard, (5) copies ADDRESS: COLLECTOR: , , · ~ ~, : ~ '~ ,: SAMPLE SITE (LocaLity or Subdivision): DATE AND TINE COLLECTEB: TYPE OF SUPPLY(CircLe one): TYPE OF SAMPLE(Circle one): SYSTEM I.D. NO: COUNTY: SYSTEM PHONE #: DISTRICT: COLLECTOR PHONE #: ~mmun{~y water sys{e~,':~oncommunity water system Nontransient - noncommunity water system p~{~-f~q~C-[~t .... 5'~Tng pool Bottleo water Limited Use system Compliance Repeat Replacement M~{'~ clearance5 Well survey Other (Check Box) [ ] Check here if payment made [ ] Distribution to county public health unit [ ] Raw TO BE COMPLETED BY COLLECTOR OF SAMPLE TO BE COMPLETED BY LAB ANALYSIS METHOD: ~ M~F,-) MTF HMO-MUG PA COLL. SAMPLE POINT Cl NON ~JF I RM CONFIRM NO. (Specific Address) RES'D pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER * Results in :his column are presumptive. Total coliform and fecal coliform or E. coli confirmation will follow in p - Coliform are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Coliforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER NAHE AND MAILING ADDRESS OF PERSON/F%RM TO RECEIVE REPORT ( ) ( ) SATISFACTORY ( ) INCOHPLETE COLLECT%ON INFORHATION ( ) REPEAT SAMPLES ( ) REPLACEMENT SAHPLES REVIEWING OFFICIAL: TITLE= Note: Florida Safe Drh:iCing Wac'er Act req~kes holdmg/tr~isit lime between s;m~ph~; and ~mMyses shall'not exceed thi~y (30) hours; over fb~y-e~ght (.4t~) ho~r,s -, sm~ple m~'.satisGctory; ~een ~m~5 (30) end fCr*y-ei, ghl (48) hours .... ::mr,: i/able resuks. State of Florida Department of HeaLth Office of Laboratory Services JacksonviLLe, Miami, Per. scots Tm, West Ps'tm Beach DRINKING WA TER BACTERIOLOGICAL ANALYSIS ' T ~ FOR LAB USE ONLY SYSTEM NAME: ADDRESS: COLLECTOR: Press hard, (5) copies SYSTEM I.D. NO: COUNTY: SYSTEM PHONE #: DISTRICT: COLLECTOR PHONE #: TO BE COMPLETED BY COLLECTOR OF SAMPLE __ .Tg~BE COMPLETED BY LAB ANALYSIS METHOD: ~MF MTF HMO-MUG PA COLL. SAMPLE POINT C[ NON CONFIRM CONFIRM NO. (Specific Address) RES'D. pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER SAMPLE SITE (Locality or Subdivision): :' ~ }~'~:!~ ~ DATE AND TIME COLLECTED: ,~ . ~; TYPE OF SUPPLY(Circle one): ~Communlty wa~er System Noncommunity water system Nontransient - noncontmunity water system P~Ptvate we['[ swimming pool Bott[ed water Limited Use system TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement Main clearance : We[[ survey Other (Check Box) [ ] Distribution [ ] Check here if payment made [ ] Raw to county public health unit Results in this column are presumptive. Total coliform and fecal coliform or E. colt confirmation wit[ follow in 24-48 hours. P - Co[iforms are present C - Confluent growth TA - Turbid, Absence of gas or acid A - Co[iforms are absent TNTC - Too numerous to count INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER NAME AND FLAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT REVIEWING OFFICIAL: TITLE: ( ) ( ) SATISFACTORY ( ) INCOMPLETE COLLECTION INFORMATION ( ) REPEAT SAMPLES C ) REPLACEMENT SAMPLES Professional Engineers, Planners & Land Surveyors March 1, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 East Tamiami Trail Naples, FL 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: We do hereby certify that the attached is a true verification of final costs on the constructed water and wastewater utility facilities at the above referenced project. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:\Reccption\Lcttcrs\l 2xx\1263\County\Golf Course-Golf Maintenance Facility\Go[ fMaintcnanceTract B- 1 Utility Tumovcr\1263 _V crifCosts-GMaintTractB- I wpd Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 (941)403-8866 Fax (941)403-8868 I MITCHELL & STARK CONSTRUCTION CO., INC. LICENSED GENERAL CONTRACTOR 6001 SHIRLEY STREET NAPLES, FLORIDA 34109-6202 PH: 941-597-2165 FAX: 941-566-7865 VERIFICATION OF FINAL COSTS CEDAR HAMMOCK- GOLF MAINTENANCE TRACT ITEM A. A1 A2 A3 A4 A5 A6 A7 A8 A9 Al0 All Al2 Al3 Al4 Al5 Al6 Al7 Al8 Al9 A20 DESCRIPTION SANITARY SEWER SYSTEM Sanitary Sewer Manhole 0-6 cut 3 Sanitary Sewer Manhole 6-8 cut 2 Sanitary Sewer Manhole 8-10 cut 0 Sanitary Sewer Manhole 10-12 cut 0 8" PVC San Sewer Main 0-6 cut 564 8" PVC San. Sewer Main 6-8 cut 461 8" PVC San. Sewer Main 8-10 cut 0 8" PVC San. Sewer Main 10-12 cut 0 10" PVC San. Sewer Main 0-6 cut 0 10" PVC an. Sewer Main 6-8 cut 0 10" PVC San. Sewer Main 8-10 0 Sewage Pumping Station No. 3 0 Single Sewer Service 1 Double Sewer Service 4 8" PVC DR 18 Force Main 0 8" PVC DR 14 Force Main 0 8" Sewer Service with Cleanout 0 Air Release Valve 0 6" PVC DR !8 FM 0 6" PVC DR 14 FM 0 B. WATER SYSTEM BI B2 B3 B4 B5 B6 B7 B8 BI0 Bll B12 B13 B14 10" PVC DRI8 WM and Fittings 0 10" PVC DR14 WM and Fittings 0 8" PVC DR18 WM and Fittings 928 8" PVC DR14 WM and Fittings 14 6" PVC DRI4 WM and Fittings 240 6" Gate Valves 1 Fire Hydrant Assembly 3 Double Water Service 0 Single Water Service 0 Air Release Valve 0 Connect to Phase 1 System 1 4" Gate Valve 2 3" Gate Valve 2 QUANITY UNIT UNIT PRICE TOTAL PRICE $ 4,725.00 $ 3,656.0O $ $ $ 8,307.72 $ 7,145.50 $ $ $ $ $ $ $ 500.00 $ 2,4O0.0O $ EA $1,575.00 EA $1,828.00 EA $2,086.00 EA $2,724.0O LF $14.73 LF $15.50 LF $ 22.73 LF $ 33.23 LF $16.35 LF $ 20.85 LF $ 30.00 LS $61,000.00 EA $500.00 EA $600.00 LF LF $11.92 EA EA LF $ 7.68 $ LF $ 9.80 $ SUB TOTAL $ 26,734.22 LF $11.89 $ LF $15.07 $ LF $10.30 $ 9,558.40 LF $12.53 $ 501.20 LF $10.00 $ 2,400.00 EA $ 550.00 $ 550.00 EA $2084.00 $ 6,252.00 EA $ 184.00 $ EA $184.00 $ EA $1030.00 $ LS $1,100.00 $ 1,100.00 EA $400.00 $ 800.00 EA $300.00 $ 600.00 SUB TOTAL $ 21,761.60 TOTAL $ 48495.82 AN EQUAL OPPORTUNITY EMPLOYER tank n ineerin , nr. Professional Engineers, Planners & Land Surveyors March 1, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 East Tamiami Trail Naples, FL 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: We do hereby certify that all water and sewer utilities to be dedicated to Collier County are located within the proposed CUE being granted as part of the County acceptance of this project. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:,~Reception~,Lettevs\12xx~1263\County\Golf Course-Golf Maintenance Facility\GolfMaintenanceTraet B-I Utility Tumovcr~1263_ROWCcrt-GMaintTractB-l,wl~l Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 ' (941)403-8866 · Fax (941)403-8868 WARRANTY/GUARANTEE THE UNDERSIGNED, Mitchell & Stark Construction Company, Inc. does hereby warrant and/or guarantee the Water and sewer and appurtenances installed at CEDAR HAMMOCK GOLF MAINTENANCE TRACT, to be free from defects of materials and workmanship for a period of at least one year from the date of acceptance by the Owner and Engineer. THE UNDERSIGNED further agrees that it will, at its own expense, repair and replace all materials or installations which violate the covenants herein contained. DATE: 2-18-2000 Mitchell & Stark Construction Company, Inc. N~chael~eQito, Project Manager DATE: February 18, 2000 State of Florida County of Collier Before me the undersigned notary public in and for the state and county aforesaid, personally appeared MICHAEL J. DEVITO, PROJECT MANAGER of MITCHELL & STARK CONSTRUCTION COMPANY, INC., a Florida Corporation, who acknowledged before me that they executed the foregoing document. ',-:'. - .:t:- - Moths Sons k~ ~,c~sm~,ccs,~,, ~x~s ~ ¥~- Janua~ 1, 2002 My commission expires:.--';:' ~ "0 MY COMMISSION # L"C67~042 EXPIRES ~.~.~ ~ )anuan/7, 2002 '-;~ ~'~,.~,,- ttank n ineerin ,; Professional Engineers, Planners & Land Surveyors March 1, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 East Tamiami Trail Naples, FL 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: Based on the attached fire flow test we do hereby certify that the field fire flow capacity was examined and meets the design criteria for the previously submitted water system calculations for the above referenced project. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:\Rcccption\Lcttcrs\12xx\1263\CountyX, Golf Course-Golf Maintenance Facility\GolfMaint~nanceTract B-I Utility Turnovcr\1263_FircFlowCcrt-GMaimTractB-I .wpd Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912. (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 P.02 Apr-04-O0 02:49P _ _ ,.~ ~ GOLDEN GATE FIRE CONTROL & RESCUE DISTRICT 4741 GOLDEN GATE PARKWAY e'NAPLES, FLORIDA 34116-69~1 (941) 4.55-2121 * FAX (941) 455-7917 April 4, Z000 ATTN: Smnifer 2150 C, oodle~ Road, S,~ 701 Naples, Florida 34102 Dear Jemlifer:. Sebiect: Hvdram Flow Tern - ~ Hamm~k On March 31, 2000 the Golden Ga~ Fire Coatrol & R~scuc Di~ic~ did a flow tcst on two (2) fu~ hydr'.~- Ioca~ at Ccd~ Hammc~ 'f~ r~ulu axe: 'l'his Fire District doe~ not accept owncrr, hip nor dom k ~ fire hydrex~ aiter theLr fee of S70.00 for the two flow tc~ has almuiy becn paid (che~ #8242). Siac~'ely, Fi~ Chi,f P.03 Apr-04-00 02:49P , _ Golden Gat. Fire Department Hydrant Flow T~t~ by Hydmnt Numar Hydrant Number greater than or equal to '03502~15' and Hydrant Number les. than or equal to '03602616' 33/31~000 13 D_a. VIS _RLVD & C;OAR HAMMOCK BLVD AM DARLING $__t~f_c ~e__-~l PIt_-~. Pltot 2 GPM ~_21l psi .... ~10 psi 80 76 -60 0 1300 5611 6098 Lowe_.l. Michael J/Lieutena~ 5ubtotM Testm: I ~0 p~i 6554 Max: 1300 5611 ~098 6S54 Min: 1300 6611 6098 6554 Avg: 1300 5611 6098 6554 0~_'56026t6 03/31/2000 13 80 76 Lowe, Mi .cflael._~J/l~eute nQot_ CR 951 & CEDAR HAMMOCK MAJNT SHED Pltot Pitot 2 GPM 56 0 1256 Subtotal Te~ta: I AM DARLING 5421 589'2 ~0 p~J 6332 Max: 1256 ~421 ~892 ~332 MIn: 12~8 5421 5892 6332 Avg: 1256 E421 5892 8332 Total Row Te~t~: 2 04/03/2000 16:26 Page 1 Apr-04-00 02:50P P.04 GOLDEN GATE FIRE CONTROL & RESCUE DISTRICT 474:1 GOLDEN GATE PARKWAY · NAPLES. FLORIDA 34116-6901 (941) 4S5-2121 * FAX (941) 455-7917 April 4, 2000 ATTN: {amui~ 2t50 ~ ~ Sui~ ?01 Naples, Flmi~ 341O2 Dg~r J~ Subject: H'v~ Flow T~-~ - C~' On March 31, 2000 {he Ooldm Gate FiLe Co~lml ~: ~ Disuim did a ~w ~ ~ ~ ~) ~ h~-~~~ ~~~: T~ fcc ~f~O.O0 for tho two flow U~ lm Donald 1~ P~tcreon Fim Chi~ Apr-04-O0 02:50P P.05 Goklen ~ FTirt Del)mlmem l.lydmnt Number gm.ter thru1 ~r equal to '03602~15" mtd Hydrant Number Im th~n or equal to '03602~16" AM DARLING DA_VIS BLVD & C;I~.AR HAMMOCK BLVD " 80 76 -60 0 1300 5611 6098 Subtotal Tests: ~0 psi 6554 M~x: 1300 6611 6098 6654 Mbt: 1300 6611 6098 6E~4 Avg: 1300 5611 6098 6554 _n~_1~O2ete O--:~'~:---'; 03/31/2000 13 CR ~51 & CEDAR HAMM~K MAINT ~I. IED $::---c ,~_=_=.m_ I~'.--~-:. ~-'_ 2 8O 76 56 0 Lcd.'=, Mich=~ J/Lieut~ SuMotM Tetls: I AM DARUNG GPM ~_~0 I~1 ~10 ~ 1256 5421 5892 M~x: 1266 ~i21 5892 8332 MIn: 1266 5421 5892 6332 Avg: 1286 6421 6892 6332 Total Row Test~: 2 04/03/20(X) 16:28~ Page 1 FE~-2~-00 82126 PM TANNA$$EE ~IRE PROTEOT. 9~1 40~. 9~5 P. ~1 COLLIER COUNTY CROSS CONNECTION CONTROL Tcst ,~d Mainccnanc¢ 11oI~O~ Cedar Hamrr~c k StLeet Ad,hess l_ocadon oF Assemb!y Type Of Assembly Ma i ntenance t~ui 1 d i no Mailing Addrcs.q secoqd entrance off Cedar Hammock nfl State Rd 951 Menu fzcturct Conbraco Test Guage Man,afacmrer RP [x] DC [ I PVB [ I F/re Line M Potable [ ] Size Modal 40-20AC3 Sc,4al No. NHS03 1575~6 M i dwes t Gauge Serial No. 2/21/00 Meter 1'4o. Date Tested CHECK VALVE #1 Illgl.lEP VALVE CH.15iCK VALVE/42 PRES. VACUUM BREAk-"b:R [ ] leaked opened at: ?. ~t PSI [ ] leaked air inlet opened at ~PSI [x] closed dght ix] closed tight did not open [ ] g'~uge pressure :clLid not open [ ] ; gauge pressure check valve: across check i acress ¢~eck leaked [ ] valve 6.4 PSI valve 1 . 2 PSI held at PSI t,[ ] cleaned o,~ly [ ] cleaned otfly [ ] cleaned oniy I [ }cieaned only !replaced: replaced: replaced: i replaced: rt,hher kit I ] rut:}.:r ki, [ ] , i:ubber kit [ ] rubber' CV assembly [ CV a=.scmbly [ ] RV as=embi), [ ] CV asscnibly [ ] or or or ] disc j J disc [] disz [1 [ disc, CV [] c-rings {] diaphra~n(s) {1 o-r/ngs [] spring, nit [] sca: { } sca: [ ] seat [ ] j spring, CV [ ] spring { } .spring [ ) spring [ ] ] rc. tair;cr I ] stcm,,'g~aidc [ ] g~/dc [1 arc,p/guide [] ! gui&: ] ] ret:~mc: [ j o-nrlgs I I retainer [1 o-l'ing i ] lock nuts [ ] other [ ] lock nuts [ ] other [ otI~c~ [ ] other [ ] Ii,~i'7'~[I]~',5 p,'essu,'c ,','lief valve gauge l,,:c~sm'c ::cr~ss chcrl: ope',:ed 01 [ across check valxc...... i..l .......... PSl valve ..~PSI j c:hk i he ,,l~v cmq/fv diet this. data is accurate r, nd ,.'effects thc proper opcratic)r~ ;.,d ;n,~inu'mmcc of Iht: asscn~l::ly, 'l'cstc,~ Kenneth R, Tannassee Ccr~ N,9. H01053 2/21/OD ............................ l)~tc tank ngineering, Professional Engineers, Planners & Land Surveyors March 1, 2000 Collier County Board of County Commissioners Collier County Government Complex 3301 East Tamiami Trail Naples, FL 34112 Reference: CEDAR HAMMOCK - GOLF MAINTENANCE TRACT Ladies and Gentlemen: We do hereby certify that the collection system was examined and that no infiltration into the collection system was noted for the above project. Sincerely, BANKS ENGINEERING, INC. David R. Underhill, Jr., P.E. Florida Registered Engineer #47029 DRU/jmp S:\Reccption\L~ttersH2xx\1263\County\Golf Coupe-Golf Maintenance Facility\GolfMaintenanceTract B-I Utility Turnovcr\1263_InfiltrationCert-GMaintTractB-I wpd Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490. Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 9419996645 PAINTS & COATINGS 469 P02/~ NOU l? '99 10:59 Finest in Wasrewater Structure Ret~abilitarion!'~ 44~,1 linm',t'k Ill'iift~t. P:lrklvut. · Nth. I~'t. -¥1¥~.r~. lei..i.1~1f1.I · ~k41.t),)7.o045 ~ ~)41.qI)7.7117 Fax:9415911611 Nar 20 '00 13:26 P.05 ,TE OF REVIEW:_l-24-O0 ~,OJECT NAME: Ce~ar.H~"nck, Pi ~G~ OF ~CO~ , )NS~U~ION iDEO CO~~OR: ~ S~w.r )~S: Lines an~ s~ -iCOMMENDATIONS: ~ ACCEPTABL~: ---~ REVIEW NUMBERED COMMENTS --~ NUMBERED COMMENTS UNACCE~ -~ OTHER RECOMMENDATIONS: and Tract B-~ (Sou=h) Re-Tape :trices acceptable IN ONE YEAR: TABLE: ( RE~ PAIR/REPLACE) COLLIER COUNTY GOVERNMENT COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION PLANNING SERVICES DEPARTMENT ENGINEERING REVIEW SECTION Planning Services Department 2800 North Horseshoe Drive Naples, Florida 34104 April 25, 2000 Mr. Dave Underhill Banks Engineering Inc. 2150 Goodlette Road N. Naples, Florida 34102 RE: Cedar Hammock Maimenance Building, Water & Sewer Dear Mr. Underhill: A preliminary inspection of the referenced project was conducted by Randy Casey of the Engineering Review Section of the Planning Services Department on April 25, 2000. Conditions were found to be acceptable, and appear to meet County standards. If you should have any questions, please do not hesitate to call Randy Casey at (941) 403-2418. Sincerely, Randy Casey / Engineering Inspector DN/ts/t2klnspection form cci Diane Deoss, Engineering Technician, Public Works Joe Cheathan, Wastewater Director, Utilities Paul Mattausch, Water Director, Utilities Evelyn Ferguson, D.O.R. Billing Supervisor Don Nobles,Engineering Inspections Supervisor File Phone (941) 403-2400 Fax (941) 643-6968 www. co.collier, fl.us Professional Engineers, Planners & Land Surveyors DESCRIPTION OF A PARCEL OF LAND LYING IN SECTION 3, T-50-S, R-26-E COLLIER COUNTY, FLORIDA (UTILITY EASEMENT TO TRACT "G-19") A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 3, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AND BEING A PART OF TRACT "G-19" AND TRACT "F-4" OF CEDAR HAMMOCK, A SUBDIVISION RECORDED IN PLAT BOOK 32 AT PAGES 91 THROUGH 108 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT "G-19" OF SAID SUBDIVISION; THENCE N.00°51'56"E. ALONG THE EAST LINE OF SAID SUBDIVISION FOR 21.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.00 °51'56"E. ALONG SAID EAST LINE FOR 50.00 FEET; THENCE N.89°08'04"W. FOR 230.40 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°32'08'' FOR A DISTANCE OF 26.02 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 58.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44°04'47'' FOR A DISTANCE OF 44.62 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 87.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56°59'14'' FOR A DISTANCE OF 86.53 FEET TO A POINT OF TANGENCY; THENCE N.01°41'30"W. FOR 38.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 48.19 FEET TO A POINT OF TANGENCY; THENCE N. 10°I l'16"W. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°25'05" FOR A DISTANCE OF 83.81 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' FOR A DISTANCE OF 61.41 FEET TO A POINT OF TANGENCY; THENCE N.01 °41'30"W. FOR 67.62 FEET TO THE BEGINNING Sheet 1 of 4 Lee County: 10501-104 Six Mile Cypress Parkway, Fort Myers, Florida 33912 · (941)939-5490 · Fax (941)939-2523 Collier County: 2150-701 Goodlette Road, Naples, Florida 34102 · (941)403-8866 · Fax (941)403-8868 OF A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 26.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 225.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 105.49 FEET TO A POINT OF TANGENCY; THENCE N.08 °25'28"W. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27054'04" FOR A DISTANCE OF 124.18 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81 o 18'06" FOR A DISTANCE OF 17.03 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10001'32'' FOR A DISTANCE OF 21.87 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 12.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87008'36'' FOR A DISTANCE OF 18.25 FEET TO A POINT OF CUSP AND TO THE SOUTHERLY LINE OF CEDAR HAMMOCK BLVD. (TRACT "A"); THENCE N.57 °54'22"W. ALONG SAID SOUTHERLY LINE FOR 74.20 FEET TO A POINT OF CUSP AND TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET AND TO WHICH INTERSECTION A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96°13'18" FOR A DISTANCE OF 20.15 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05048'05'' FOR A DISTANCE OF 7.59 FEET TO THE BEGINNING OF A COMPOUND CURVE HAVING A RADIUS OF 12.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83037'25'' FOR A DISTANCE OF 17.51 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 255.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5038'48" FOR A DISTANCE OF 25.13 FEET; THENCE S.32 °05'38"W., RADIALLY, FOR 50.00 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 205.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS N.32°05'38"E.; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49028'54'' FOR A DISTANCE OF 177.04 FEET TO A POINT OF TANGENCY; THENCE S.08°25'28"E. FOR 99.04 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26051'46'' FOR A DISTANCE OF 82.05 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20007'48'' FOR A DISTANCE OF 43.92 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 67.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46054'50'' Sheet 2 of 4 FOR A DISTANCE OF 102.35 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38025'05'' FOR A DISTANCE OF 50.29 FEET TO A POINT OF TANGENCY; THENCE S.10°I l'16"E. FOR 141.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8029'46'' FOR A DISTANCE OF 40.78 FEET TO A POINT OF TANGENCY; THENCE S.01 °41'30"E. FOR 160.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 114055'08'' FOR A DISTANCE OF 116.33 FEET TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 20.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27028'34'' FOR A DISTANCE OF 9.59 FEET TO A POINT OF TANGENCY; THENCE S.89°08'04"E. FOR 269.59 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. BEARINGS ARE ASSUMED AND BASED ON THE EAST LINE OF CEDAR HAMMOCK AS BEARING N.00°51'56"E. PARCEL CONTAINS 1.68 ACRES, MORE OR LESS. THOMAS C. SI-~W, PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION No. 4672 S:~JOBS\ 12XX~ 1263\SURVEY~DESC\PMT_UE.LEG Sheet 3 of 4 SKETCH TO ACC?ANY DESCRIPTION SECTION 5, TOWNSHIP 50 SOUTH, RANGE 26 EAST . COLLIER COUNTY, FLORIDA ~ SEE SHEETS I THROUGH J OF 4 v. FORCOMPLETELEOALDESCRIPTION. BEARINGS ARE ASSUMED AND BASED ON TRACT "F 4" CEDAR HAMMOCK P.D. 32,, PGS. 91 108 LEGEND (~) PGS. L.M.A. L.B.E. U.E. (R) NO. 1 2 3 4 5 6 ? 8 9 10 11 12 15 14 15 16 17 18 20 21 22 23 24 CURVE 1, SEE CURVE TABLE PLA T BOOK PA GES LAKE MAINTENANCE EASEMENT LANDSCAPE BUFFER EASEMENT UTILITY EASEMENT RADIAL LINE THE EAST LINE OF CEDAR HAMMOCK AS BEARING N. OO°51'56"E. SUBJECT TO EASEMENTS, RESTRICTIONS, TRACT "L 6" RESERVATIONS AND RIGHTS-OF-WAY OF RECORD. TRAC'I F 4" CEDAR HAMMOCK P.B. 32, PCS. 9] ]08 20' L'~'^' TRACT "F 4" RADIUS 20. 00' 58.00' 87.00' 325. 00' 125. 00' 75. 00' 75. 00' 225, 00' 255. 00' 12.00' 125.00' 12. 00' 12.00' 75.00' 12.00' 255. 00' 205. 00' 175.00' 125. 00' 125.00' 75.00' 275.00' 58. 00' 20.00' NAPLES HERITAGE GOLF AND COUNTRY CZ, OH PHASE ONE PLA T BOOK 26, ,DOS 73 80 CURVE TABLE DEL TA ARC TANGENT CHORD CHORD BEARING 74°J2'08" 26.02' 15.22' 24.22' N. 51°52'00TM 44004'47" 44.62' 25,48' 4J. SJ' S, J6°JS'20"E. 56°59'14" 86.5J' 4Z22' 83.01' N. JO°11'O?"~Z 08029'46" 48.19' 24. 14' 48.15' S. OS°56'2J"E. J8°25'05" 8J. 81' 4J. 55' 82.25' S. 29°2J'48"E. 46054'50" 61.41' J2.54' 59.?1' N. 25°08'55''W. 20007'48" 28. J5' lJ. J1' 26.21' N. OS°22'24"E. 26051'46" 105.49' 5J. ZJ' 104.53' $.05000'25''~Z 27°54'04" 124.18' 6J, J4' 122.95' S. 22°22'JO"E. 81°18'06" 1,7.0J' lO, JO' 15.6J' N. O4°19'J1'*E. 10°01'J2" 21.87' 10.96' 21.84' S. J9057'48"W. 87°08'J6'' 18.25' 11.42' 16.54' N. 78°JI'20"E. 96°13'18" 20.15' 13.38' IZ87' s. og°47'4J"E. 05048'05" Z59' 3.80' 7.59' S. 41°12'58"W. 83037'25" 1Z51' 10.73' 16.00' S. 85°55'44"W' 05°J8'48" 25. lJ' 12.58' 25. I2' S, 55°04'58"E. 49028'53" 17Z04' 94.47' I71.59' S. JJ°Og'55"E, 26051'46" 82.05' 41.79' 8h JO' S. 05°00'25"~ 2000?'48" 43.92' 22. 19' 4t69' N, 08°22'24"£. 46°54'50" 102.35' 54.24' 99.52' N. 25008'55"W. J8025'05" 50.29' 26. IJ' 49. J5' S, 29°2J'48"f. 08°29'46" 40. 78' 20. 4J' 40, 74' S. 05°56 '2J"E. 114055'08" 116, JJ' 90.90' 9Z79' N. 59°09'04''W. 27°28'J4" 9.59' 4,89' 9.50' N. 7?°OF'Jg'E. TRACT "[, 6" 20'L.B.E. TRACT "G 19" N. 89°OS'O4"W. 2J0.40' {1~ POINT , c~]c~ OF ~ ~[ ~ BEGINNING S. 89°08'04"E. 269.59' [ ~l.~// 10' L.B.£.._~._~_ 21 61d-~ POINT OF COMMENCEMENT ~- SOU[HE, SI CORNER ***THIS IS NOT A SURVDY*** THOMAS C. SHAW // PROFESSIONAL SURTEYOR & MAPPER FLORIDA CERTIFICATION NO. 4672 --THIS SKETCH IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER --PREPARED JANUARY lB, 2000. PREPAi~,E D BY: unks ngineering, nr. SHEET 4 OF 4 ENGINEERING, SURVEYING & LAND PLANNING 2150-701 GOODLETTE ROAD NAPLES, FI,ORIDA :34102 (94i) 40~ 8~66 FLORII)A SURVEYING BUSINESS CERTIFIC^TION NO [3690