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Agenda 06/09/2020 Item #17F (Resolution - VAC-PL20200000046)06/09/2020 EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve Petition VAC-PL20200000046, to disclaim, renounce and vacate the County and the public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida. OBJECTIVE: To adopt a Resolution to vacate the County and the public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement (SPE) located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida, being more specifically shown in Exhibit A. CONSIDERATIONS: Petition VAC-PL20200000046 has been received by the Development Review Division, Growth Management Department from W. Terry Cole, P.E., of Hole Montes, Inc., as agent for the property owner, to vacate a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida. The proposed vacation is consistent with the amended US Army Corps of Engineer’s permit and the Deed of Conservation Easement, as described in the attachments. The vacation of this portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement, will not impact the project’s preserves or water management system, which are maintained by Quail West Foundation. The property owner is requesting that a portion of the SPE be vacated so that the encumbrances on the lot will be consistent with the Amendment to the Deed of Conservation Easement. According to the plat dedication language in Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36, a Drainage Easement and Ingress-Egress Easement were expressly dedicated to the County. A Special Preserve Easement was not expressly dedicated to the County; however, the prior plat, Quail West Unit One, Replat, recorded in Plat Book 21, page 84, did expressly dedicate the Special Preserve Easement to the County. The purpose of vacating the Special Preserve Easement is to release any interest the County may have in that portion of the easement and clear possible clouds on the property’s title. Letters of No Objection were received from Capital Project Planning, Impact Fees and Program Management, and the Quail West Foundation Inc. There is no public detriment with respect to the vacation of the portion of the drainage easement and ingress-egress easement because it does not contain any drainage facilities, and the vacation will not have an adverse impact on drainage, access, or the adjacent property owners. The Development Review Division has reviewed this Petition and found no reason for objection. 17.F Packet Pg. 2080 06/09/2020 FISCAL IMPACT: Growth Management Department, Development Review Division staff has collected a $2,000 “Petition to Vacate” fee from the Petitioner, which covers the County’s cost of recording and processing the Petition. GROWTH MANAGEMENT IMPACT: There is no growth management plan impact associated with this action. LEGAL CONSIDERATIONS: Petitioner is requesting vacation of a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida. Pursuant to Resolution 2013-166 and Florida Statutes Section 177.101, the Board of County Commissioners (Board) may adopt resolutions vacating plats in whole or in part of subdivisions in Collier County, returning the property covered by such plats either in whole or in part into acreage, when the following criteria are met: 1. The request is in the interest of the general public welfare, or no public detriment is established. 2. The request does not invade or violate individual property rights. 3. The Petitioner owns the fee simple title to the whole or that part of the parcel sought to be vacated. 4. The vacation will not affect the ownership or right of convenient access of persons owning other parts of the subdivision. This item has been approved as to form and legality, and requires a majority vote for Board approval --- SAA RECOMMENDATION: To approve the attached Resolution, relating to Petition VAC- PL20200000046, which will vacate the County and the public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida, being more specifically shown in Exhibit A, and direct the Clerk to the Board to record a certified copy of the Resolution in the public records and to make proper notation of this Resolution on the plat of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida. Prepared By: Marcus L. Berman, P.S.M., County Land Surveyor, Development Review Division ATTACHMENT(S) 1. Application (PDF) 2. Affidvait of Authorization (PDF) 3. Resolution 042120(2) flat (PDF) 4. Plat of Quail West Unit One Blocks G and H (PDF) 5. Deed of Conservation Easement OR 3938 page 3511 (PDF) 6. Amendment to deed of conservation easement OR 4148 page 965 (PDF) 7. LONO email from Capital Project Planning, Impact Fees and Project Management (PDF) 8. LONO Quail West Foundation Inc (PDF) 9. [Linked] Deed of Conservation Easement OR 2405 page 3279 (PDF) 17.F Packet Pg. 2081 06/09/2020 10. [Linked] Corrective deed of conservation easement OR 3979 page 2566(PDF) 11. Statement from applicants for Hybrid Quasi-Judicial Proceedings (PDF) 12. Item No. 12264 (PDF) 17.F Packet Pg. 2082 06/09/2020 COLLIER COUNTY Board of County Commissioners Item Number: 17.F Doc ID: 12264 Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve Petition VAC-PL20200000046, to disclaim, renounce and vacate the County and the public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement located in the rear of Lot 5, Block “H” of Quail West Unit One, Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida. Meeting Date: 06/09/2020 Prepared by: Title: County Surveyor – Growth Management Development Review Name: Marcus Berman 04/22/2020 8:33 AM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 04/22/2020 8:33 AM Approved By: Review: Growth Management Development Review John Houldsworth Additional Reviewer Completed 04/22/2020 12:03 PM Growth Management Department Judy Puig Level 1 Reviewer Completed 04/22/2020 3:34 PM Growth Management Operations & Regulatory Management Rose Burke Additional Reviewer Completed 04/24/2020 1:51 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 04/24/2020 2:01 PM Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed 04/24/2020 5:47 PM Road Maintenance Albert English Additional Reviewer Completed 04/28/2020 6:43 PM Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 05/06/2020 3:57 PM Growth Management Department Matthew McLean Additional Reviewer Completed 05/12/2020 1:08 PM Growth Management Department Thaddeus Cohen Department Head Review Completed 05/13/2020 1:36 PM Growth Management Department James C French Deputy Department Head Review Completed 05/15/2020 9:52 AM County Attorney's Office Sally Ashkar Level 2 Attorney Review Completed 05/15/2020 10:20 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 05/15/2020 10:27 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 05/15/2020 11:18 AM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 05/19/2020 1:25 PM 17.F Packet Pg. 2083 06/09/2020 County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 06/01/2020 10:11 AM Board of County Commissioners MaryJo Brock Meeting Pending 06/09/2020 9:00 AM 17.F Packet Pg. 2084 Couant!2800 North Horssshoe Drlve Naptes, Florlda 34104 239-252-2400Grorh Managenent Departnent E eVnOW- Vacation of Road Rlght-of-Way, Road Name: E] nVpUlf-Vacation of Plats or portions of plats of subdivided land Name of Plat: QuailWest Unit One. Reolat Blocks G and H Plat Book: 1.7 Page(s): tr AVESMT- The extinguishment of pubtic dedlcated easemenb recorded by separate lnstrument ln the publlc records (other than on a subdtuision plat), platted or unplatted land, except for public roads. Offlclal Record Book:Page(s) 36.31 Name of Owner: TURTLE pRopERTIES. LLC Name of Appllcant lf dtfferent than orner: Address: 324 Bunken Cove Road Telephone: E-MailAddress: GIU: -Pssepqagitr- State: : 1850) 257-1915 mjpardy@aol.@m Cell FL Fax: ZIP: z24ot Name of Agent:W. Terry Cole, P.E. FiTm: HOIE MONTES.INC. Address 950 En@re Way Telephone (zgs) zsr.zmo $gtl E-MailAdd reas ztP 341to (239) 254-20S0 tsry@l!@hmng.@m T48S Property:.1.{tl6 \.y'Byddo Driv., Nspl€8, Florid. 34119 Qulll W.rt, Unit One Rodal Bloc*s G and H PafCel lD # 6se8so@727 c&H Tract _5 ge:s8 PUD 26E Gurrent Zoning: Note: 1) lf applicant is a land trust, lndlcate the name of beneficiaries.2) lf-4jlillicant-is a corporalirin gther than a publlc corporation, lndlcate the name of the offlcbrs and malor Stockholders.3) lf appllc-qnt ls a partnership, limited partnershlp or other business entity, indicate the name of the princlpaE. 4) List all other'owndrs. 913012019 Page 1 of3 I (239) 572-3316 Address 17.F.1 Packet Pg. 2085 Attachment: Application (12264 : VAC-Quail West Lot 5 Block H) Grorffi Management Deparfnent 2800 North Horceshoe Drfue Naplee, Florlda 34104 239-262-2400 This completed checklist is to be submitted with the application packet in the exact order listed below, with cover sheets attached to each section. lncomplete submittals wlll not be accepted. For further explanation regarding the requirements for the Vacating Appllcation, and the below checklist, refer to Resolution 2013-166. Completed Application (download cunent form from the County website)1 x tr Addressing Checklist signed by Addressing Department 1 x tr CD of complete application and all submittal documents in PDF format (not requircd if electronic submittal) 1 x Fee Simple Deed 1 x tr Statement explaining the general public benefit from the proposed vacation 1 x D Certificate showing all State and County taxes have been paid for subject parcel 1 x D Assessment map depicting area of proposed vacation 1 x u List of abutting and other property owners within 250 feet of the proposed vacation includinq their address and parcel number 1 x u Site Plan on lYi' x 11" paper 1 x II Sketch & legal description of what is to be vacated on $Yz" X 1 1', labeled with a bold Exhibit ?" siqned & sealed bv hand or dioitallv.1 x tr 1Copy of the recorded subdivision plat, if applicable E fI Letter Authorizing representation, if the applicant isn't the orner 1 E tr Affdavit of Authorization signed and sealed 1 x n Repl acem ent easem ent documentati ons, if appl icable 1 E u lf replacement easement is required by Collier County, provide a current attorney's Title Opinion or ownership & encumbrance report by a title company 1 A copy of document that granted, conveyed or dedicated the easement to the County or public, for Vacations of Easement only rpl"tr 1 Copy of document which granted, conveyed or dedidated the Right-of- Way to the County or public, for Vacation of Right-of-Way only ,l tr Exle Completed Propefty Ownership Disclosure Form (download curent form from the County website)1 x Reason for Request (required for AVROW applications only),,x Exhibit e submitted for W 2 x 9130t2019 Page 2 of 3 E tr E D 17.F.1 Packet Pg. 2086 Attachment: Application (12264 : VAC-Quail West Lot 5 Block H) Covr*tty Grow,th Management Departnent SUBMITTAL REQUIREM c REQUIREMENTS FOR REVIEW:#oF coPtEs REQUIRED NOT REQUIRED Letters of No Objection from each of the following, as applicable: (addresses may not be current) Electric Companv / Florida Power and Liqht Naples Service Center 1220 lth Ave North Naples. FL34102 Phone: 239-262-1322 1 Phone: 239-263-6234 Centurv Link ATTN: Jios Silano 3530 KraR Road,J.laples, FL 34105 1 Collier Countv Sherriff's Office / Leqal Department ATTN: Michael Hedberog3tg E famiamiirail, Naples, FL34112 Phone: 239-252-0660 1 u Phone: 239-774-2800 Fire and Llfe Safetv ATTN: Shawn Hanson, Deputy Chief 2700 N Horseshoe Drive, Naples, FL 34104 1 tr North Gollier Fire Control and Rescue District ATTN: Fire Prevention Bureau and Support Services 6495 Taylor Road, Naples, FL 34109 Phone: 239-597-9227 1 tr Comcast / Xfinitv ATTN: Mark Cook 12600Westlinks Drive, Email: Mark_Cook@comcast. com Ste 4 Fort Myers, FL 33913 Phone: 239-432-1805 1 n Capitol Proiects Planninq. Impact Fees & Prooram Manaqement Divislon ATTN: Gino SantaBabara, Principal Planner 2685 South Horseshoe Drive, Suite 103 Naples, FL 34104 Phone: 239-252-2925 (TO BE P 1 (PER ROVIDED UT yIARCUS Bl ON RECEIPT' lRMAN) Adiacent Propertv Owners 1 tr tr Homeowners Assoclation ENCLoSED 1 tr FEES . Appllcatlon Fee: $2,000.00. Estlmated Legal Advertising Fee (to be paid by the appllcant ln addltlon to the application fees at the time of submittal) o AVROW: $700.00o AVPLAT: $1,000.00o AVESMT: $1,000.00 All checks payable to: Board of County Commissioners The com pleted application, all required submittal materials and fees shall be submitted to:' Growth Manaqement' DenartmenUDevelopment Revlew Dlvlslon eTtru: Busiiess Center-Clierit Services 2800 North Horseshoe Drlve Naples, FL 34104 10125t2019 W. Terry Cole, P.E., Agent Print 9t30t2019 Date Page 3 of 3 2800 North Horseshoe Drive Naples, Florlda 34104 239-252-2400 n tr trtr E 17.F.1 Packet Pg. 2087 Attachment: Application (12264 : VAC-Quail West Lot 5 Block H) COLI-IER COUNTY GOVERNM€NT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net Qowtry 28OO NORTH HORSESHOE DRIVE NAPLES, FIORIDA 34104 (239) 252-2400 FAx: (239) 2s2-63s8 AFFIDAVIT OF AUTIIORIZATION FOR PETITTON NUMBERS(S) [Y)icAo.l Par I (print n e, ifapplicable) of oath, that I am the (chooso one) owner,[pplicant _ contract purchaser - 8nd that approved action 5. We/l authorize N, Ttru LCI(,to act as our/my rcpresentative in any matters regarding this petition including thrcugh 2 above. *Noles: . Ifhe applicqnl is q corpordlion, lhen il is usually executed by lhe corp' Pres. orv. pres. . if th, iipli"ort i" o Linited Liobility Conpany (L.L.C.) or Linited Compqny (L.C.), then the docunents should lypically be signed by the Company's " Managing Meuber." o [the applicant is a parlnership, lhen lyPicolly d Parlner con sign on behof o/the partnership. . if the ipplicant is a- lhnited partnership, then the generol porlner nusl sign and be identilied as the "general parlner" of lhe named PaflnershiP.t If the applicant is a trusl,lhen they nust include,he trustee's nane and lhe words "qs h'uslee"' . in eoci-instrrc", Jirst determine the applicqnt's stolus, e.g., individuol, corpotale, lrusl, Pdrlnership, estqle, elc., and lhen use the appropriale lonnal for lhal ownerchip Under penaltles of periury, I declare that I have read the fore8oinE Aftldavit ot Authorizatlon and that th€ facts stated ln lt arc true. SiBnature STATE oF ffiA fu ' C couNTY oF€otlt€R a^- t* Y The foregoing instrument was sworn to (or su ng oath or affirmation), as e act {type of identification} as identlfication. before m rl ;:#^?#s*,h name of to me or who has produced STAMP/SEAL Rev. 1Ol27l2,7l ---"s*:,#3.r, -- Yrnc€y =- LOUntY =Z Mv Comm. Exp S %ffiii''s.. Slgratu Notary Public Page S of 5 I, l. I have full authority to secure the approval(s) requested and to imposecovenants and restrictions on the referenced property as a result ofany action approved by the County in accordance with this application and the Land Development Code; 2. Alt answen to tie questions in this apptication and any sketches, data or other supplemcntary matter attached hereto and made a part ofthis application are honest and true; 3, I have authorized thiitaff of Collier County to enter upon the property during nonnal working hourc for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the #lbln cP$&coA.ool l5\155 REY OJN4|20I4 17.F.2 Packet Pg. 2088 Attachment: Affidvait of Authorization (12264 : VAC-Quail West Lot 5 Block H) [20-EIS-04197/1536102/1] PL20200000046 4466 Wayside Dr; Quail West 4/21/20 1 of 2 RESOLUTION NO. 2020-____ A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO DISCLAIM, RENOUNCE AND VACATE THE COUNTY AND THE PUBLIC INTEREST IN A PORTION OF THE DRAINAGE EASEMENT,INGRESS-EGRESS EASEMENT, AND ANY INTEREST THE COUNTY MAY HAVE IN THE 45-FOOT SPECIAL PRESERVE EASEMENT LOCATED IN THE REAR OF LOT 5, B H QUAIL WEST UNIT ONE, REPLAT BLOCKS G AND H,IN PLAT BOOK 22, PAGE 36 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, LOCATED ON THE EAST SIDE OF WAYSIDE DRIVE, APPROXIMATELY 0.15 MILES SOUTH OF BURNHAM ROAD, IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. (PL20200000046) WHEREAS,pursuant to Resolution 2013-166, Petitioner,W. Terry Cole, P.E., of Hole Montes,Inc.,on behalf of the property owner, has requested the vacation of the County and the Public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement,located in the rear of Lot 5 H Quail West Unit One,Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida, being more specifically shown in Exhibit A, attached hereto; and WHEREAS,the Board of County Commissioners, on this day, held a public d notice of said public hearing was given as required by law; and WHEREAS,the granting of t or right of convenient access of persons owning other parts of the subdivision. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the County and public interest in a portion of the Drainage Easement, Ingress-Egress Easement, and any interest the County may have in the 45-foot Special Preserve Easement,located in the rear of Lot 5 H Quail West Unit One,Replat Blocks G and H, as recorded in Plat Book 22, Page 36 of the public records of Collier County, Florida, in Section 8, Township 48 South, Range 26 East, Collier County, Florida, being more specifically shown in Exhibit A, is hereby vacated, extinguished, renounced and disclaimed, and this action is declared to be in the public interest and for the public benefit. 17.F.3 Packet Pg. 2089 Attachment: Resolution 042120(2) flat (12264 : VAC-Quail West Lot 5 Block H) [20-EIS-04197/1536102/1] PL20200000046 4466 Wayside Dr; Quail West 4/21/20 2 of 2 BE IT FURTHER RESOLVED AND ORDERED that the Clerk to the Board is hereby directed to record a certified copy of the Resolution in the Public Records and to make proper notation of this Resolution on the plat of Quail West Unit One,Replat Blocks G and H, as recorded in Plat Book 22, Page 36, of the public records of Collier County, Florida. THIS RESOLUTION ADOPTED after motion,second and majority vote favoring same, this the _____day of _______________, 2020. ATTEST:BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA __________________________By: ________________________________ Deputy Clerk BURT L. SAUNDERS,CHAIRMAN Approved as to form and legality: By: __________________________ Sally A. Ashkar Assistant County Attorney Attachments: 1) Exhibit A, 2) Location-Site Map 17.F.3 Packet Pg. 2090 Attachment: Resolution 042120(2) flat (12264 : VAC-Quail West Lot 5 Block H) 17.F.3 Packet Pg. 2091 Attachment: Resolution 042120(2) flat (12264 : VAC-Quail West Lot 5 Block H) 17.F.3 Packet Pg. 2092 Attachment: Resolution 042120(2) flat (12264 : VAC-Quail West Lot 5 Block H) 17.F.3 Packet Pg. 2093 Attachment: Resolution 042120(2) flat (12264 : VAC-Quail West Lot 5 Block H) 17.F.4 Packet Pg. 2094 Attachment: Plat of Quail West Unit One Blocks G and H (12264 : VAC-Quail West Lot 5 Block H) 17.F.4 Packet Pg. 2095 Attachment: Plat of Quail West Unit One Blocks G and H (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2096 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2097 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2098 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2099 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2100 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) 17.F.5 Packet Pg. 2101 Attachment: Deed of Conservation Easement OR 3938 page 3511 (12264 : VAC-Quail West Lot 5 Block H) This insmment prepared by or under the direction of: Michael J. Sabatello, IV., Esquire Greenberg Traurig, P.A. 777 S. Flagler Drive, Suite 300 East West Palm Beach, Florida 33401 3940852 0R: 4148 PG; 0955 RlcoRDlI! i[ opncllt RBcoIDs of c0[u8n coumr. fl. l?105t20tJ6 at 08:09 DflGfl? !, !80c[. c!8x[ uc !i! 91t . 00 00c., 70 .70c0Plts 107.00trsc 1,50 GRfilr8Bf,G ![[UX]C tI t[ r?? $ ?uctBR 0n ,300 r rxsl PAU{ BEtCIt tt 3 0t AMENDMENT TO DEED OF CONSERVATION EASEMENT This Amendment to Deed of Conservation Easement is executed this a6tL day of October, 2006, by GINN - LA, QUAIL WEST, LTD., LLLP, a Georgia limited partnership, 215 Celebration Place, Suite 200, Celebration,FL 34747 ("Grantor"), and QUAIL WEST FOUNDATION, INC., a Florida not-for-profit corporation, 5950 Bumham Road, Naples, Florida 341 I9 ("Grantee").As used here term Grantor shall incl ude any successor or asslgnee ofthe Grantor, and the term any successor or assignee of Grantee WHEREAS, the limited partnership (the ' AIL WEST, LTD., a Florida of that ce(ain community located in Collier and as "Quail West" (the tion Easement recorded"Project") and the original in the Official Records B Collier County, Florida (the "1998 Conservation preserve tracts, and portions andof certain golf course parcels WHEREAS, the 1998 supplemenled by that certain Deed of Conservation Easement recorded in Official Records Book 3938 at page 351I of the Public Records o ler County, Florida (the "2005 Conservation Easement"), which purported to modify the legal description ofthose portions ofthe golf course encumbered by the 1998 Conservation Easement, but was inadvertently recorded without the exhibit containing the revised legal descriptions; and WHEREAS, the 1998 Conservation Easement was further supplemented by that certain Conective Deed of Conservation Easement dated February 7, 2006 afi recorded in the Official Records Book 3979, Page 2566 of the Public Records of Collier County, Florida (the "2006 Conservation Easement"; the 1998 Conservation Easement, 2005 Conservation Easement and 2006 Conservation Easement is collectively referred to herein as the "Conservation Easement") which was recorded to address the fact that the 2005 Conservation Easement was inadvertently recorded without the attached legal descriptions; WHEREAS, the Conservation Easement was granted in accordance with U.S. Army Corps of Engineers ("COE") Permit No. 199002504 (IP-AM) (the "Permit") in order to secure the preservation of certain wetland and/or upland systems within the Project, which Permit was ITNESSE ch instrument e tial lots wi 17.F.6 Packet Pg. 2102 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) 0R: 41{8 PG: 0966 supplemented by that certain Resolution Agreement dated May 5, 2006 between Grantor and 998. (the "Resolution Agreement") to reso'ive the coE's alleiation ,r," ,r," ori!i"Jc.-r",failed to comply with the terms of the permit; and - WIIEREAS, in accordance with the permit and Resorution Agreement, Grantor and theFoundation_ desire to revise, amend and restate the legal a"rcr[tion .i ,t"':pr"p"r,y-encumbered by the conservation Easement, as more particulirly set forih hereini and - -' -- WHEREAS' the adjustrnents to the conservation Easement boundaries affect rearp.ryrty owned only by the Grantor and rying within the preserve and golf course areas of theProject, and do not alter or affect any of ttre o;ginaly encumbered poriio^ oiG n".ia"ntiaLots; and WHEREAS' Grantor and the Foundation desire to record this instrument to clariry thatthe conservation Easement encymb.er.s the rear property described in Exhibit A anacilil;a,which exhibit is identical to the legal descriptionattach"a to tt " zooo conGiliio, p*"-"ii. NOW, THEREFORE, in considera the issuance of the Permit to constuct andoperate the permitted activity, Gran ws: I. The foregoing are incorporated herein byreference. The capitalized recorded 1998 Conservation ascribed in the previously se noted herein. 2. Grantor here conservation easementto the Grantee and COE Exhibit A attached heretowhich easement shall run wi ; its heirs, sucressors andassigns and shall remain in describcd in Exhibit Easement, and reference tothe '?roperty" in the 1998 property described in Exhibil A 3, All covenants, terms,condi restrictions and purpose imposed with theConservation Easement, as amended by this i shall not only be binding upon Grantornstrument, but also its agents, heirs , successors and assigns, and shall continue as a servitudi runmng inperpetuity with the Property described in Exhibit A attached hereto Grantor hereby covenants with said Grantee rhat Grantor is rawfulry seized of thatcertain real property being included within the "properry" pursuant hereto in r"",i.pr"; tr,utGrantor has good right and lawfrr.l authority to enter into ihis'instrument; and thar it hereby fir ywarrants and defends the title ro the conservation Easement hereby conveyed "s"i;;i th" il;flrlclaims ofall persons whomsoever. 2 are true and co ven thegl and effecl bered by the Easement, as A shall be all of the real shall be deemed to mean the be I 17.F.6 Packet Pg. 2103 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) 0R:4118 PG:0957 IN wITNEss WHEREOF, Grantor has hereunto set its authorized hand this _ dayof October,2006. Signed, sealed and delivered in our presence: GII\IN _QUAIL WEST, LTD., LLLP, Below: 215 Celebration Place Suite 200 Celebration,FL 34747 S STATE OF FLORIDA COt'NTY OF a. 2006,as Georgia I imited partrrership, ERIN t bloC.rnru tQtotlryi of 2b day of october, wEsT, LTD., LLLP, a did not take an oath. (sEAL) 'Q:l*rC- 3 Print Print Name Below: 17.F.6 Packet Pg. 2104 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) CONSENT Quail West Foundation, Inc., hereby consents to and joins in the attached Amendment toDecd of Conservation Easement. 0R:4148 PG:0958 INC., A WTINESS #I PrintNameBelow: I Namc STATE OF FIJORJDA COI.'NTY OF 200r,W, .JL3 QUArL WEST Florida name below) 4""dl,.-\- 2++^day of October, NC, a Florida take an oath. as who of QUAIL tnovm Rnlc - $d! oltlorldo ConrmLdon, DDAE2'13 ,NI Bonded lloaqyA$n. 17.F.6 Packet Pg. 2105 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) 0R:4148 PG:0959 CONSENT The U.S. Army Corp of Engineers hereby consents to the Amendment to Deed of Conservation Easement wnich is being recorded for the sole purpose of amending the legal description of the real property encumbered thereby' TIIE U.S. ARMY CORP OF ENGIITEERS BY WTTNESS #I PrintName Below:sE LEE TATOR.SIoCE s#2 STATE OF FLORIDA COUNTY OF The foregoing thts Zb daY of October, 2006, by Drar,lf6rtrafo-r aS OF ENGINEERS, who is personally known to me and who @rint name ame Tf cqrlss(}{, u,46aat I f f,(R acknowledged Tm u.s. 5 17.F.6 Packet Pg. 2106 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) 0R: 4t4B PG: 0970 EXHIBIT A REVISED AhID RESTATED LEGAL DESCRIPTION OF TIIE PROPERTY ENCUMBERED BY THE CONSERVATION EASEMENT WP&FS lU9 I 978y(B\4 I I 94.01 4800 6 17.F.6 Packet Pg. 2107 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Lot 5 Block H) <9 O I !! t B I t 3 4 a i ,I , ut9 v 3 u!I9 a N POC sfc. a:.a 26 LINE L2 s rf,'r 5 26_ f lao.J8 L! L5 LA 2.97 L2J L27 s 55,16J9'E 10.63 t29 tJ0 LJI Lt2 5J.95' Ll3 Il,r s ra1517" t Li5 LJ6 LJ7 Lf8 Ll9 26 50 La2 J7 75 151 259 55 L2 S€C 6-.4- -L4E L,+9-Lso L5 l L22/ L2t J L2 1 1 I 8 L1 5 c2 s r7D5',25' E CJ r62.25' 5J 4a 29'54.fO 56 35', 12 ra cl1 Jt 35 r6' cr!r2a.2a' a.2J () Ll2 DETAIL L1 NOr ro SCALE -\ s€c a-.3-26 5 LEGEND !E POC POB A.E. POINT Of COMMENCEMTNT POINT OF EEGINNING ACCESS EASEI,IENT (Y J o.w.P.E. aUAIL YrEST PERPETUA EASE{ENI C.U.E. COUNTY UIIUTY EASEMENT G.C.E. GOTf COURS€ EAS€MENT S.P.E. SPECIAL PRESER\€ EASETENT U.E. UNUTY EASETE}/T 5 'r c,c.E.-.l (Ixrrsr) I In.b - 160 ft.. NOT A SUfrW ' PO r.,. SEE DITAIL 43 (ot'tJ ( miluE i.r!.I t6 ego boor. Uoy |.oph., fL 5,al l0 Phon.: (2t9) 2t,a-20oo Florld. C.rtmcch oflutho.lr fion }{o.l7r2 pl vtl ttt ltIlIg[I!Fm m[ u!40ltrcAna IITED SIIETra rrllt SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 47.o24 ron5 a-5roJ I I 3. E- GRAPHIC SCALE I sirBt-l a6.67'Trart T-E;_I re ea t t?2I lrs I L2o I L2r I e 1l' f ,51d t er/T J,ar- T '-1s I Lrtl I rrr I Lro 17.F.6 Packet Pg. 2108 Attachment: Amendment to deed of conservation easement OR 4148 page 965 (12264 : VAC-Quail West Terry Cole From: Sent: To: Cc: Subject: Patterso nAmy < Amy. Patterson @col I iercou ntyf l.gov > Monday, February 24,2020 3:50 PM Terry Cole; SantabarbaraGino; Richard Yovanovich Randy Frederick; Michael; Tobi Charbonneau; BermanMarcus RE: RE: Quail west lot H5 - vacation of a portion of the SPE Mr. Cole, Please accept this email as the required Letter of No Objection for the described, proposed vacation. We have reviewed the information provided and agree that the vacation of a small portion of the Special Preservation Easement (SPE) also with a blanket Drainage Easement (DE) will provide consistency between the SPE/DE and the with the amended US Army Corps of Engineer's permit and the Deed of Conservation Easement. Should you need any additional information, please feel free to contact me Thank you, Amy Amy Patterson Director, Capital Project Planning, lmpact Fees and Program Management 2685 South Horseshoe Drive, Unit 103 Naples, FL 34104 239-252-5721 From: Terry Cole <TerryCole@hmeng.com> Sent: Thursday, January 09,2O2O 12:05 PM To: SantabarbaraGino <Gino.Santabarbara@colliercountyfl.gov>; PattersonAmy <Amy.Patterson@colliercountyfl.gov> Cc: Randy Frederick <randy@flhfl.com>; Michael <mjpardy@aol.com>; Tobi Charbonneau <TobiCharbonneau@hmeng.com>; BermanMarcus <Marcus.Berman@colliercountyfl.gov> Subject: FW: RE: Quailwest lot H5 - vacation of a portion of the SPE EXTERNAL EMAIL:This email is from an externalsource. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Gino and Amy, Based on my conversations with Gino, I understand that the County Attorney's office is bringing an item before the BCC on1,11,4/20 concerningvacation of drainage easements (D.E.) in which the County has an interest. As previously requested by the below email and accompanying attachments, it is requested that the County provide aletter of no objection to vacate a portion of the Special Preserve Easement (SpE) on lot H5 within the euailWest, Unit one plat. Per the plat, the County has a blanket D.E. and an ingress/egress easement over the SpE,s. The proposed vacation is consistent with the amended US Army Corps of Engineer,s permit and 1 17.F.7 Packet Pg. 2109 Attachment: LONO email from Capital Project Planning, Impact Fees and Project Management (12264 : VAC-Quail West Lot 5 Block H) the Deed of Conservation Easement as described in the attachments. Therefore, vacation of this drainage easement will not impact the project's preserves or water management system, which are maintained by Quail West Foundation. I have also attached a map showing the 169AC of preserve areas within Quail West Phase 1 which are owned and maintained by Quail West Foundation. ln addition, I have attached their letter of no objection. For further reference, I have also attached two emails from John Houldsworth detailing the vacation of sPE's previously for a pproximately 30 lots which were done consistently with the permits. Please consider this request and let us know if you have any questions thank you, W. Terry Cole, P. E. Vice President HOLE MONTES, INC. 950 Encore Way Na ples, FL 34110 Telephone (239) 254-2024 Fax (239) 254-2099 Email: terrvcole@hmenq.com From: Terry Cole Sent: Friday, October 25, 2019 5:21 PM To:'Gino.Santabarbara@colliercountyfl.go v' <Gino.Santabarbara@colli ercountvfl.eov> Cc:'BermanMarcus'<Marcus.Berman@colliercountvfl.sov>; Tobi Charbonneau <TobiCha rbonnea u(ohmeng.com>; 'Randy Frederick' <randv@flhfl.com> Subject: FW: RE: Quail west lot H5 - vacation of a portion I discussed the proposed vacation of a Special Preserve Easement with Marcus Berman. He indicated that I need to obtain a letter of no objection from you. I have included the Application form for reference. It is requested that you provide a letter of no objection to vacate a portion of the Special Preserve Easement (SPE) on lot H5 within the Quail West, Unit One plat (see attached) Previously, the us Army corps of Engineer's permit and the Deed of conservation Easement were amended as described in the attached Amendment to Deed of Conservation Easement. The portion of the SpE to be vacated is attached. The property owner is requesting that a portion of the SpE be vacated so that the encumbrances on the lot will be consistent with the Amendment to Deed of Conservation Easement. A replacement Golf course Easement(GCE - see attached sketch and legaldescription) will be recorded separately to encumber the rear of the lot not covered by an SPE, consistent with the GCE previously established along part of the rear of the lot by the plat. 2 Gino, 17.F.7 Packet Pg. 2110 Attachment: LONO email from Capital Project Planning, Impact Fees and Project Management (12264 : VAC-Quail West Lot 5 Block H) It is requested that you email the letter of no objection and we will include it with the application for vacating that portion of the SPE to Collier County. Please let me know if you have any questions. thank you, W. Terry Cole, P.E. Vice President HOLE MONTES, INC. 950 Encore Way Naples, FL 34110 Telepho ne (2391 254-2024 Fax (239) 2s4-2099 Email: terrvcole@hmens.com Under Florida Law, e-mail addresses are public records. lf you do not want your e-mai! acldress released in response to a public records request, do not send electronic mail to this entity. lnstead, contact this office by telephone or in writing. 3 17.F.7 Packet Pg. 2111 Attachment: LONO email from Capital Project Planning, Impact Fees and Project Management (12264 : VAC-Quail West Lot 5 Block H) SUMMARY OF THE RECORDED PRESERVE AREAS QUAITWEST AMENDMENTTO DEED OF CONSERVATION AREAS OR: 4148 PGS: 0965 - t07t qUA!L WEST Amendment to Deed of Conservation Areas PHASE I . PRESERVE PRESERVE AREA (AC) P-1/P-9 t4.294 Parcel A 2.11, Parcel B 0.186 P-3 2.075 P-4lP-5 1.089 P-6 1.743 P-7 0.586 P-8 7.894 P-10 107.801 P-11 7.327 P-L2 42.601 P-L7 0,467 P-21,2.335 P-24 0.766 P-25 0.673 P-26 0.393 sPEl-COE 7.907 BIK. A 3.2099 PHASE I TOTALS =LgL.4449 PHASE III PRESERVE AREA (AC) PH. 3 ASL 0.439 BSL 0.238 CSL 0.088 D 0.116 E 0.072 F 0.248 G 0.382 H 0.08 I 0.231 J 0.548 K 0.62 L 0.797 M 0.181 N 0.744 o 9.115 P 7.79L PHASE IIITOTALS =L4.49 Total Preserve Areas Ph. I & ll! =205.9349 Note:Areos M-7, M-2 & M-3 not counted since they ore in Phase ll - Lee County, H:\2019\2019062\ss\summary of the Recorded preserve Areas 200225.xrsx I I tt lt I I I I tl 17.F.7 Packet Pg. 2112 Attachment: LONO email from Capital Project Planning, Impact Fees and Project Management (12264 : VAC-Quail West Lot 5 Block H) Quail West "Y}'ra,! aroe{bre i€r en rd/nd 6550 Bc[ilrcod P.fifl R.rd Nd6, FL 34119 (239) 5934180 Octobcr 10, 2019 Co[irE Cortry O1ourth Mlolgmcd 28fl) Nuth Honoshoe Driw, NrylcFlcida34lO{ Rp: Quil \Yat Foundatio4 lao. - Vacrtlon of a Spccial hcrerrc Eartacnr _ Q,ulil W€rtLIII5 To whm it mry coacorn: Thir latrr will ooadm thrt Q{rEil w'"t Fouoddion, Inc. 6c homcorvacr'r asrodatim fur tr _q"g Wcot [rbdivisiou, hrr no oQetlo,n to th vacatim of tho Spcolal hraorvi p.qrcnt d.picted oD fio *!tch .rhched hrrtb 18 Bxhibit A RcspcctffrllS QUAIL WEsr ForrNDAnoN, D{c, Adhor G, DEnico AODolm 17.F.8 Packet Pg. 2113 Attachment: LONO Quail West Foundation Inc (12264 : VAC-Quail West Lot 5 Block H) 17.F.11Packet Pg. 2114Attachment: Statement from applicants for Hybrid Quasi-Judicial Proceedings (12264 : VAC-Quail West Lot 5 Block H) 17.F.11Packet Pg. 2115Attachment: Statement from applicants for Hybrid Quasi-Judicial Proceedings (12264 : VAC-Quail West Lot 5 Block H) 17.F.11Packet Pg. 2116Attachment: Statement from applicants for Hybrid Quasi-Judicial Proceedings (12264 : VAC-Quail West Lot 5 Block H) 17.F.11Packet Pg. 2117Attachment: Statement from applicants for Hybrid Quasi-Judicial Proceedings (12264 : VAC-Quail West Lot 5 Block H) 17.F.11Packet Pg. 2118Attachment: Statement from applicants for Hybrid Quasi-Judicial Proceedings (12264 : VAC-Quail West Lot 5 Block H) 17.F.12 Packet Pg. 2119 Attachment: Item No. 12264 (12264 : VAC-Quail West Lot 5 Block H) This instrument prepared by and after recording return to: Leo J. Salvatori, Esquire Quarles & Brady 4501 Tamiami Trail North Suite 300 Naples, Florida 34103 2302109 OR; 2405 PG; 3279 HCOIDID in OPPIC111 HCOUS of COLLIIO COMM, IL 04/06/91 at 11:34AN D11HT 1. IIOCI, CUB He 111 215.00 DOC-.10 .10 COFI1S 119.00 MISC 3.00 Iota: QUAIL I113T LTD 6219 SI MWI U WL1S 1L 34111 DEED OF CONSERVATION EASEMENT This Deed of Conservation Easement is given this _,ajC ay of /,-/, 4 i� h� , 1998, by QUAIL WEST, LTD., a Florida limited -partnership, 6289 Burnham Road, Naples, FL 34119 ("Grantor") to the QUAIL WEST " li� a Florida not -for -profit corporation ("Grantee"). As used herein, the te�ilor shall inclgy,successor or assignee of the Grantor, and the term Grantee shall include any successor or assigne�,' antee. SSETH: WHEREAS, the Gr4ntot=is more specifically describedltl reference ("Property"); anc � Collier County, Florida, and -ated herein by virtue of this WHEREAS, the Gran de 'res to construct Qd'a' Nest; Phase 1, II and Ill ("Project") at a site in Collier and Lee Count, w4i bis subject to theureg 14ory jurisdiction of the U.S. Army Corps of Engineers ("COE"); WHEREAS, Department of Army Permit No. 199002504 (1P-AM) ("Permit") authorizes activities which affect wetlands; and WHEREAS, this Permit requires the Grantor preserve and/or mitigate wetlands under the COE's jurisdiction; and WHEREAS, the Grantor has developed and proposed as part of the permit conditions a conservation easement involving preservation of certain wetland and/or upland systems on the Property; and WHEREAS, the Grantor, in consideration of the consent granted by the Permit, is agreeable to granting and securing to the Grantee a perpetual conservation easement as defined in Section 704.06, Florida Statutes (1997), over the Property. NOW, THEREFORE, in consideration of the issuance of the Permit to construct and operate the permitted activity, Grantor hereby grants, creates, and establishes a perpetual conservation QBNAPI \115819.3 easement to the Grantee and COE upon the Property which shall run with the land and be binding upon the Grantor, its heirs, successors and assigns (hereinafter, "Grantor"), and shall remain in full force and effect forever. The scope, nature and character of this conservation easement shall be as follows: It is the purpose of the conservation easement to retain land or water areas in their natural, scenic, open, agricultural or wooded condition and to retain such areas as suitable habitat for fish, plants or wildlife. To carry out this purpose, the following rights are conveyed to Grantee and the COE by this easement: To enter upon the Property at reasonable times to enforce the rights herein granted in a manner that will not unreasonably interfere with the use and quiet enjoyment of the Property by Grantor at the time of such entry; and b. To enjoin any activxt ho4'lolj"roperty that is inconsistent with this conservation easemo�i tld to enf1orce_ihd,_,,4es0i,4tion of such areas or features of the Property that rr y e amaged by any incofi*461�activity or use. 2. The following activities are proh`Ir4 1n or on tale Property, a. Constructionor' lacinglofibu ldl g r ro d �gn , bl lboards or other advertising, utilities or ojh'br;� )' ,, jor o` p the,'$' n b. Dumping or p of soil or other subs c or ri, trial as landfill, or dumping or placing of trash, *4iste, or unsightly or o opoVe"miterials, ev C. Removal or destructs ot��htr,o,�r vegetation, except for the removal of exotic vegetation;CIA 'b d. Dredging, or removal of loam, peat, gravel, soil, rock, or other material substance in such manner as to adversely affect the surface; c e. Surface use except for purposes that permit the land or water area to remain in its natural condition; f. Activities detrimental to drainage, flood control, water conservation, erosion control, soil conservation, or fish and wildlife habitat preservation; g. Acts or uses detrimental to such aforementioned retention of land or water areas. 3. Grantor reserves all rights as owner of the Property, including the right to engage in uses of the Property that are not prohibited herein. The Grantor has conducted limited land clearing for the purpose of constructing such pervious facilities as golf cart boardwalks, and reserves the right to maintain these faciltities, which are located in Tracts P-10, P-11 and P-12 (Phase QBNAPIU 15819.3 -2- 1) and M1 (Phase 11) of the COE conservation areas. The plans for the construction of the existing facilities are included in the Permit authorization. The description of the Conservation Easement Area is attached hereto as Exhibit "B". 4. No right of access by the general public to any portion of the Property is conveyed by this conservation easement. 5. Grantee shall be responsible for any costs or liabilities related to the operation, upkeep and maintenance of the Property. 6. Grantor shall pay any and all real property taxes and assessments levied by competent authority on the Property. 7. Any costs incurred in enforcing, judicially or otherwise, the terms and restrictions of this conservation easement shall be borne by and recoverable against the non -prevailing party in such proceedings. 8. Enforcement of the terms 2andptklo �Ofthonservation easement shall be at the reasonable discretion of G� e� nd COE, and h)(,, ranee on behalf of Grantee and COE to exercise its rights reunder in the event of+'bt ach hereof by Grantor, shall not be deemed or construed t0 b a w`ai'vcr of Grantee's ruts ereunder. IJI 9. Grantee will hold this ccns�onryct'l,Qr conservation purposes. Grantee will not assign its r glttW tt ob ga iohs It d ,tthis o er0tloo easement except to another organization qualifaqrt� c holscgtersi under to a1cable state laws, without the knowledge and perirnsion of the COE. 4� 10. If any provision of tti' ��servation easemen ' e$• lication thereof to any person or circumstances is found btavalid, the remainders the provisions of this conservation `u. . easement shall not be affected th rby, as long gas h.purpose of the conservation easement is preserved. 11. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified snail, return receipt requested, addressed to the appropriate party or successor -in -interest and the COE. 12. The terms, conditions, restrictions and purpose of this conservation easement shall be inserted by Grantor in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Property. Any future holder of the Grantor's interest in the Property shall be notified in writing by Grantor of this conservation easement. 13. This conservation easement may be amended, altered, released or revoked only by written agreement between the parties hereto or their heirs, assigns and successors -in -interest, and the COE, which shall be filed in the public records in Collier County. TO HAVE AND TO HOLD unto Grantee, its successors and assigns forever. The covenants, terms, conditions, restrictions and purpose imposed with this conservation easement shall not only QBNAPW 15819.3 -3- be binding upon Grantor, but also its agents, heirs, successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Grantor hereby covenants with said Grantee that Grantor is lawfully seized of said property in fee simple; that Grantor has good right and lawful authority to convey this conservation easement; and that it hereby fully warrants and defends the title to the conservation easement hereby conveyed against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set its authorized hand this _'2-j?t!day of M rfii`C L' H , 1998. Signed, sealed and delivered in our presence: WITNESS #1 Print Name Below: Burnham Road .s, Florida 34119 . . '-f G Witness #2 Print Name Below: 6289 Burnham Road Naples, Florida 34119 QUAIL WEST, LTD., a Florida limited partnership, �► TH JOINT VENTURE, a Florid ral partnership, as its authoriz a nt/attorney-in-fact_" " k 71, �: . d arkH �Ff NAPI,,. S, INC., A Florida rporotlocl, ",Its general partner BY. SANI�i HESSE, its President ¢891 trtnham Road Tsr1es, FL 34119 QBNAPI\115819.3 -4- i STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me this aj -'_h' day of /1 , 1998, by SANDRA L. HESSE, as President of SLH OF NAPLES, INC., a Florida corporation, as General Partner of 75 NORTH JOINT VENTURE, a Florida general partnership, as authorized agent of QUAIL WEST, LTD., a Florida limited partnership, who is personally known to me and who did not take an oath. My Commission Expires: * * my cown"M CCA3o W 4� / Eapm Mard+ 30. 20M n ma NOTARY PUBI - (S AL) (Print name below) 6289 Burnham Road Naples, Florida 34119 QBNAPI\115819.3 -5- e Exhibit OAw 8/1/97 Phase I Tract Area P-1/P-9 14.30 P-2 2.12 P-3 2.07 P-4/P-5 0.81 P-6 1.74 P-7 0.59 P-8 7.82 P-10 107.61 P-1 1 1.32 P-12 42.41 P-17 0.73 P-21 2.34 P-24 0.77 P-25 0.62 P-26 0.39 SPE-I 1.91 BLK-A/31 3.21 1 1 �19 0 �76 1 Total: I Quail West HMA Job# 87.24W Summary of C.O.E. Conservation Areas Phase I/ m� \ " 0 \ Total For "Cts; Additional Phase ill Tract Area A 0.69 8 0.33 C 0.12 D 016 E 0.10 F 0.30 G 0.44 H 0.12 1 0.27 1 0.61 K 0.69 L 013 M 0.23 7- 0.20 C( 9.12 P 1.89 15-50 213.25 213.25 Page 1 �-A a WEEMON940'..6i 'L i oil OT CIR AWAS MAIWAL 4 -1 W. lu.��BH EWA, w w I -- — — --- sew MOLE, MONTES i ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYOHS Preserving and enhancing Florida's quaMy Of life since 1966 HMA PROJECT* 87.24W MAY 1, 1997 SHEET 1 OF 2 DESCRIPTION A PARCEL OF LAND LOCATED IN A PORTION OF TRACT X, A PORTION OF TRACT GC-9, ALL OF TRACT P-1, A PORTION OF TRACT GC-5, ALL TRACT P-9, AND A PORTION OF TRACT GC-7, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 64 THROUGH 106 AND A PORTION OF LOTS 3, 4, AND 5 ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPEAT BLOCK C FIRST ADDITION AS RECORDED IN PLAT BOOK 27 AT PAGES 13 THROUGH 15 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF TRACT X ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 64 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY,-FLORIPA. THENCE RUN S. 89.47210 E. ALONG THE NORTH LINE OF SAID TRACT X F 1, 1 k OF 25.80 FEET: THENCE RUN S. 29'39'38' E. FOR A DISTANC FEET;'TH'�N S. 44'S3'S2' E. FOR A DISTANCE OF 122.43 F�:N ENCE RUN S. 55� 1 '3 . FOR A DISTANCE OF 77.36 FEET; THENCE RUN � 88 '23" E FOR A DISTANC RUN FEET: THENCE RUN S. 86'1T09" E. FOR A biSTAN'�� O'F-' Al 7 1 AICE R N. 00'28'56' W. FOR A DISTANCE OF 23.08 FEAT, TAENd *N N'`T9'S&1 �' E. FORA DISTANCE OF 81.81 D 9,1 FEET; THENCE RUN FEET; THENCE RUN N. 87 01'Q3 JN S. "7'43'38" E. N. 85'20'09' E. FOR A DIS�TAN�:E Fa32iFT„ �;� W� FOB A DISTANCE OF FOR A DISTANCE OF 48 4 T'E`Rlt ,R41 • THENCE 44.34 FEET: THENCE RUN`i�pISTANDE.OF'1g11 FEET, RUN S. 76'46'S3" W. FOR k1�1,., TANCE OF 23.07 FEE, THENC I� N S. 58 5408' W. FOR A DISTANCE OF 29.60, ,- THENCE RUNS �'- 3�� _',*OR A DISTANCEENCE 28.29 FEET; THENCE RUN 6, W. FOR A DI 'O S9.41 FEET; RUN S. 50'55'08' W. FOR A D1 E OF 39.08 FEET, Tt FOR S DISTANCE OF ERUNN.63'S FOR A DISTANCE OF 19.35 F =' 159.12 FEET; THENCE RUN N. 54'ba " D Itt"E OF 104.14 FEET; THENCE RUN N. 76'48'3T W. FOR A DISTANC`O� Q1 �E'T TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S. 04'Ot'S7" E. A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 79'40'S4', SUBTENDED BY A CHORD OF 320.33 FEET AT A BEARINGr35• W., FOR A DISTANCE OF 347.68 FEET TO THE END OF SAID CURVE; THENCE RUN S. 07051'12' E. FOR A DISTANCE OF 105.62 FEET; THENCE RUN S. 14*04*15" E. FOR A DISTANCE OF 103.26 FEET; THENCE RUN S. 47.07'16" E. FOR A DISTANCE OF 108.95 FEET; THENCE RUN S. 19'23'26" E. FOR A DISTANCE OF 8.12 FEET; RUN S. 2800500' W. FOR A DISTANCE OF 10.08 FEET; THENCE RUN S. 46'10'33' W. FOR A DISTANCE OF 39.21 FEET; THENCE RUN S. 38.25'54" W. FOR A DISTANCE OF 43.38 FEET; THENCE RUN S. 1900117" W. FOR A DISTANCE OF 12.68 FEET; THENCE RUN S. 3394439' E. FOR A DISTANCE OF 15.37 FEET; THENCE RUN S. 55'26100' E. FOR A DISTANCE OF 55.67 FEET; THENCE RUN S. 59'18'04" E. FOR A DISTANCE OF 16.23 FEET; THENCE RUN S. 36.12'34" E. FOR A DISTANCE OF 6.54 FEET; THENCE RUN S. 0000OW W. FOR A DISTANCE OF 10.64 FEET; THENCE RUN S. 37*42'11- W. FOR A DISTANCE OF 18.49 FEET; THENCE RUN S. 53'58'53' W. FOR A DISTANCE OF 9.05 FEET; THENCE RUN S. 00000'00" W. FOR A DISTANCE OF 7.31 FEET; THENCE RUN S. 3600"V E. FOR A DISTANCE OF 18.09 FEET; THENCE RUN S. 44.09'14" E. FOR A DISTANCE OF 31.51 FEET; THENCE RUN S. 2995822" E. FOR A DISTANCE OF 25.32 FEET; THENCE RUN S. 36*57430 E. FOR A DISTANCE OF 16.63 FEET; THENCE RUN N. 83'3S23' E. FOR A DISTANCE OF 20.67 FEET; THENCE RUN N. 65'54VV E. 10550 r7a`rl S E�T'��+�'A SATAN F99; 341 f ssSt p 44S FOR A DISTANCE OF HMA PROJECT* 87.24W MAY 1, 1997 SHEET 2 OF 2 84,11 FEET; THENCE RUN S. 56'19'46" E. FOR A DISTANCE OF 94.65 FEET; THENCE RUN S. 35'28'58' E. FOR A DISTANCE OF 77,05 FEET; THENCE RUN S. i8'07'44' E. FOR A DISTANCE OF 172.86 FEET; THENCE RUN S. 08'58'10" E. FOR A DISTANCE OF 232.99 FEET; THENCE RUN S. 50.38W E. FOR A DISTANCE OF 50.60 FEET; THENCE RUN S. 09.55'13" E. FOR A DISTANCE OF 86.92 FEET; THENCE RUN S. 23'34'06" W. FOR A DISTANCE OF 56.43 FEET; THENCE RUN S. 53.2529' W. FOR A DISTANCE OF 43.71 FEET; THENCE RUN S. 86'39'24' E. FOR A DISTANCE OF 40.50 FEET; THENCE RUN S. 03'43'13' W. FOR A DISTANCE OF 81.51 FEET; THENCE RUN S. 00'43'35' E. FOR A DISTANCE OF 144.46 FEET; THENCE RUN S. 13'32'12" W. FOR A DISTANCE OF 69.58 FEET; THENCE RUN S. 00'34'54' E. FOR A DISTANCE OF 122.18 FEET; THENCE RUN S. 12.51'53' E. FOR A DISTANCE OF 160,27 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 73.14'34" W. A DISTANCE OF 5991.58 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 5991.58 FEET, THROUGH A CENTRAL ANGLE OF 01'35'31', SUBTENDED BY A CHORD OF 166 +AB ET AT A BEARING OF S. 15'5T40' E.. FOR A DISTANCE OF 166.46 FEET T FI:�1RVE; THENCE RUN S. 29.43'43' E. FOR A DISTANCE ��SEET; T�,� S. 12'19'34' E. FOR A DISTANCE OF 65.00 FEET; T E=°RUN S. 38'39-12" W: F A DISTANCE OF 18.99 FEET TO A POINT ON A POINTO11 CIRGLAR CURVE C CANE WESTERLY, WHOSE RADIUS POINT BEARS S. 76.0T10" W. A DIS'ACE OF 599T "�F�EET .HE EFROM; THENCE RUN SOUTHERLY, ALONG THE }I C �OF SAID �UFIV TO Tt t RIGH , HAVING A RADIUS OF 5991.58 FEET, THROUGH A li ,J4N+ ,E , S#j Cl� 6TENDED BY A CHORD OF 596.38 FEET AT A BEARING O S `11 t;i1'0' 1: ,'FO E +A,bl 10E O 596.62 FEET TO THE END OF SAID CURVES E i 1NbS. 67' 3' r W. OR A?[ IS ANCE OF 73.94 FEET; THENCE RUN S. 72 .V1117 O � I5T�E Or�6 T TO A POINT ON THE EASTERLY RIGHT-0OF* 1i X LINE OF INTERSTA TE 1.76 ANC lvfRCULAR CURVE CONCAVE WESTERLY, WHOSE RAD16k#O;NT BEARS S. 82°0 � W A',p ` ANCE OF 5891.58 FEET THEREFROM; THENCE RUN ERLY, ALONG THE EASTERI Y RIGHT-OF-WAY LINE OF INTERSTATE 1-75 AND ALONG C OF SAID CURVES , WING A RADIUS OF 5891.58 FEET, THROUGH A t ANGLE O.F', SUBTENDED BY A CHORD OF 1174.41 FEET AT A BEARING O °N,'1, 14','O A DISTANCE OF 1178.38 ONG SAID FEET TO THE END OF SAID CURVE; THE1<TM OF Z?51.67 FEET TO THE POINT OF EASTERLY RIGHT-OF-WAY LINE, FOR A DISTANCE @EGINNING CONTAINING 14.3025 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE NORTH LINE OF TRACT X, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AS BEING S. 89'42'21- E. HOLE, MONTES 3 ASSOCIATES, INC. CERTIFICATE OF AUTHORIZATION LB# 1772 BY / P.L.S #4175 ST PHEN A. SEIDLER STATE OF FLORIDA ■ e jQSE LEGEND NOT VALID WITHOUT KETCH OF A LEGAL DESCRIPTION DATE Poe PMT or a€awmc THE SIGNATURE AND OF A CONSERVATION AREA �o THE ORIGIML RAISED mw HOLE MONTES & ASSOCIATES SEAL OF A FLORIDA A PORTION OF QUAIL WEST UNIT ONE. REPLAT a"'" DATE 3/97 7 ENGINEERS /PLANNERS /SURVEYORS LENSED SURVEYOR AS RECORDED IN P.B.21, PGS $4-105 JLR 48 87.24w 10xo MUMMY sv"I AND MAPPER. O[oo Sr 26 mm swn "AM 30A SAS 8-2011 u ("0 sa-am ra. coca. .ia1w ow—P1— 6 Q• a9-f O qacge HUNTER'S RVGE POC P.B. 41, PGS. 1-13 LEE COUNTY s w•t21' [ .�� — — sce fPEI ' — — — — — — — COWER COUNTY _ OAF. 14M P6R wfa r0f me 7soc f / W 01UTY r ACCCU E/MOIOIT POO 1 • • • wall _ NSI1Y TRACT P-2 u. TRACT GC-9 r741f ~ i r-- '� CIOIF COURSE S ' ■� y TRACT GC-9 / 'S' L3•f �,� GOLF COURSE LUS OESCRIPTION 2 APO TRACT GC-9 ACCOADMIC A TO 11 PLATWAL fKST UNIT OPE. REPLAY AS RECORDED IN PLAT !CO( 21 PACES F W W H 106 Or M PU6uC RErn I Or COLL" COWTY. FLORIDA. 6EW, 3 TRACT P-3 tRACT a_N MORE PARTICULARLY OEscww AS raias OOLF COURSE COMMEMM AT TE MORMATW, Con"m OF SEC10M 7, T01M9M A SOATK RAmm M EAST. CMIV Cowry. rLORDA: TENCE RUM i O023W L AONO M EAST C]p Vary r" �""-.. IRE Or M MORREAST *A**" OF SAID SECAOM 7. FOR A O16TAMCE OF MOO fUT. ■ 1156'fY [ ,, '` DOKE RUN L w4"- a. PARALLM I TN NO MOD /QT SOUTN, AS MEASIM[D .-` AT NWT ANaIS TOM MORN LIE OF DE MOMWEW OMARTER OF SAND SEC' M 7 ro* A INSTANCE OF 19&54 FW TO 1E OT TIE PAM& OF LAID NOEM OCK Mml 108.E Mw 1 Onr 1L FOR A OISTANLE OF L32 F[tT. r 1 pp p' ,✓'""" `" 1101C[ WAS i WISO ' a FOR A 0WANCE OF 3L20 nWP TNOILE RIM `'� 4 g " L WOr3r a FOR A ONSTAMM Cr =? rRT, 110a IIM 1 rDl'S2' a FOR Fax TNo1Ft RIM L Nmsr3r a FOR A OWAMCE � 51/2 % _ TM ✓ A IrsTA11c[ W 7425 W!lq PIIT: THENCE RIM _ _" �• , Alif iNAI1r' 6 >•M FEET: VOICE RIM L 8 2TW a FOR A pSTDICL i MtIi' VOL FOR A OKTANQ D/ 46.52 MORN: TOME WAS i 6T4r37' l FOR I ,! t 9� a °. - • r! a1Ns� • • !K • aK s A DISTANCE 3L2$ FUt ad)sM MUM L a'4r4V a POR A OMAN= a 3197 FEET: TN[NM RIM NL 8r4WI1r L FOR A OWAMM or mm nxT. TOILE RUN 8 L "% C A, s a s 0025-W' L. MOM A O WARM OF %24 FQI: HNCE RAN i 1100'2e a FOR p,Ar- , • IUF 1,1= [ a: s %ur y A OWAmM W 7LM PUT. 1MENCE RIM L 6626'4r a Fa A 01STMCE OF 4147 rcn Hart MUN NOR saztlr a ro1. A asYAuIN a saa Mar: TMo+c[ RUM N L 604T37' a FOR A dNS1ANNt[ a M.4S t[Ll: Tat[ am i W5 rW IL FOR s u - A INSTANCE OF M59 FEET: *ONCE MUM i GrWW a FOR A INSTANCE K M27 ■ • oA `r ffrsll [ 4167I FEET: DOMC[ So K 73014V a FOR A OISTJMMl dF 3134 PW. 1aCL NUM �r�dr °_ w ■ • Our flat AIR [ aW 1 My3nr a FOR A ONSTMNK OF 22.12 FK1: THEISM MW i 7125'7r IL FOR - amar • w A astm E OF T5.62 rat, TaOE Rw 1 1M KW a FOR A 0WA MM OF mm 4j My.6 MMR RUN K 6YWW a FOR A IISTANC[ OF 77.N Pal; TNOICE Mw u7 „`Kin q�fN,.M>01I • aO 'ye ='f frM7f [ w t t i IMAM? L 6722'ST a POM A OSTMIC[ Or i142 R[T Son MIM 1 @S'M 3N' a MR CE RUN � „ ,4 " 1j"'lr1N~d ► IT. rAWM Mw i 717 W 10. MR GIS[MCE W 23.411 M% HONE[ MM N. 211IMrW L FOM A WTMM O at: 11&23 FTOIL[ REM L 373i14' L L FOR A OWANCE OF uo 1810,10 il [ Our FOR A oNs1ANNtc a< M� W. TMDNrl RUN L 79W4r 102f6 it1T: TONG W" 1 W4"' L FOR A p9TANNCE OF 431L43 FEET 10 11E PefIT er R[Oti■AMR XINI MINI 'L12" A[5E7 WK OR LEW _ LNf Mel, B SZat = TO EAMEMMM OC�YIOMM OM M[SIMNC106 OI M[OOR0. WWW KANN/S WO TO M MOM LANE OF 1W NORIEAST OAAM M OF SECINOM 7, >0 >OIINT'l MRQ 20 EASE 0013A[ COtMrF1. R,ONKA AS KMO La■ far" • LA7N A f►1rw 6 ffiIF " D = Ll MOLL kmgmpmm-sNAF11rs Beau N7S ••••• • AOr nArim OTSURVEY*A . LEGEND NOT V" "MR SKETCH AND LEGAL DESCRIPTION THE SI6NAAK AM OF A WNSERVA7M AREA few" NA POC POINT OF COLMMENCEIAENT Oo TEE 020ML RAW aEv�aaxL POO PONT OF BEGNNNG HOLE IrIONTES dt ASSOCIATES SEAL OF A FLMMA NORTHEAST QUARTER SECTION 7. 4/97 7 87.24MI Lip SURYm TOWNSHIP 48 SOUTH. RANG 26 EAST JLR 48 DIGI 4m / PLA196RS / " EYORS AND YAPPER. QUAL WEST LMr11T ONE. REPLAT 26 16666 F�7M► SaRar suw aRMMt awl 3N1s SAS 0w—P2-Y-2012 100 W-m asLla dm m as.o. OR; 2405 PG; 3290 HOLE, MANTES 3 ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS DESCRIPTION Preserving and enhancing Florida's quality of Ale since 1966 H M A PROJECT #87,24W 4/24/97 H.M.A. DWG # B-2013 SHEET 1 OF 3 A PARCEL OF LAND BEING ALL OF TRACT P-3 AND A PORTION OF TRACT GC-9 ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF LOTS 4 AND 5, BLOCK C ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT BLOCK C AS RECORDED IN PLAT BOOK 24 AT PAGES 37 THROUGH 39, AND A PORTION OF LOTS 1, 2, AND 3 ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT BLOCK C FIRST ADDITION AS RECORDED IN PLAT BOOK 27 AT PAGES 13 THROUGH 15 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST COR1}� ��L 9LOCK C, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPS C°A �ko D IN PLAT BOOK 24 AT PAGES 37 THROUGH 39 OF THE PUBLIC " ''C" I OF COLLIE F 'C, NTY, FLORIDA- THENCE RUN N. 89'55'07" E.. ALONG THE N6 T 'LINE OF SAID LOT 4.'FIC" A DISTANCE OF 53.11 FEET TO THE POINT OF BEGiIN :PSI -OF°�TIjE PARCEL OF O fjEREIN DESCRIBED; THENCE RUN S. 48°59'05" . FOi� A DIST�,ANC (5F 3 13 FEE ;THENCE RUN S. 20'28'01" W. FOR A DISANCE OF �1.r8 FEET TkCB Rl�l S. $9°55'07" W. FOR A DISTANCE OF 282. 2 FEET`, SIN F 4Jfll 1 � 81~ 1 o Viy FAR A DISTANCE OF 43.16 FEET 70 A POINT N A If CULL R C�I R*f C � IVORTF ERLY, WHOSE RADIUS POINT BEARS N. 01°17'00 �AITt 0F`1µ1;,00 FEAT THEROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAIVE 0 "SHE RIG T A RADIUS OF 1815.00 FEET, THROUGH A CENTRE ', GLE OF 05°52'39 IBTENDE�) �Y A CHORD OF 186.11 FEET AT A BEARING OF N. $5 4444�40" W•, FOR A DISl CE OF 8 ',19 FEET TO THE END OF SAID CURVE; THENCE'' 6 l� N. 54°24'58" W. FO�'A i S 1NCE GF 36.40 FEET; THENCE RUN N. 87°36'54"' E. F"Al'?1,$,TANCE OF 44.37; THENCE RUN S. 83026'36" E. FOR A DISTANCE Of 46ET;� �N N. 56917'54" E. FOR A DISTANCE OF 24.12 FEET; THE CAE kLIN, „t '24 08" E. FOR A DISTANCE OF 23.23 FEET; THENCE RUN N. 07°01'28" W. FOR A DISTANCE OF 17.01 FEET, THENCE RUN N. 60024'03" W. FOR A DISTANCE OF 20.04 FEET; THENCE RUN S. 71°50'07" W. FOR A DISTANCE OF 31.75 FEET; THENCE RUN S. 87'26'10" W. FOR A DISTANCE OF 26.04 FEET; THENCE RUN N. 55°20'24" W. FOR A DISTANCE OF 10.75 FEET; THENCE RUN N. 90000'00" W. FOR A DISTANCE OF 38.75 FEET; THENCE RUN N. 30°46'34" E. FOR A DISTANCE OF 80.31 FEET; THENCE RUN N. 39°06'31" E. FOR A DISTANCE OF 28.66 FEET; THENCE RUN S. 77057'54" E. FOR A DISTANCE OF 42.42 FEET; THENCE RUN S. 67*54*21' E. FOR A DISTANCE OF 25.54 FEET; THENCE RUN N. 88*25,35" E. FOR A DISTANCE OF 42.41 FEET; THENCE RUN N. 64°03'35" E. FOR A DISTANCE OF 55.24 FEET; THENCE RUN S. 82°32'28" E. FOR A DISTANCE OF 44.86 FEET; THENCE RUN N. 53'22'03" E. FOR A DISTANCE OF 44.40 FEET; THENCE RUN N. 70034'36" E. FOR A DISTANCE OF 55.16 FEET; THENCE RUN S. 85°21'08" E. FOR A DISTANCE OF 46.71 FEET; THENCE RUN S. 78°07'03" E. FOR A DISTANCE OF 35.35 FEET; THENCE RUN S. 62'36'32" E. FOR A DISTANCE OF 135.31 FEET; THENCE RUN S. 68°55'34" W. FOR A DISTANCE OF 20.96 FEET; THENCE RUN S. 40°47'22" W. FOR A DISTANCE OF 12.61 FEET; THENCE RUN S. 38°57'44" W. FOR A DISTANCE OF 18.51 FEET; THENCE RUN S. 01'45'54" W. FOR A DISTANCE OF 32.75 FEET, THENCE RUN S. 13°38'07" E. FOR A DISTANCE OF 48.79 FEET TO THE POINT OF BEGINNING. CONTAINING 2.0747 ACRES, MORE OR LESS 1U550 ABERNAINY S113EI: T 130MIA SPHINWi h L )HIL)A 34135 441 4OW U79" 1 AA 941 &4l 'ti. OR: 2405 PG: 3291 H.M.A. PROJECT #87.24W 4124/97 H.M.A. DWG * B-2013 SHEET 2 OF 3 SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE NORTH LINE OF LOT 5, BLOCK C, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, THROUGH 39 OF THE PUBLIC RECORDS OF COLLIER COUNTYPLAT BLOCK C AS RECORDED IN ,T BOOK 24 AT S 37 FLORIDALORIDA AS BEING N. 89°55'07" E. HOLE, MONTES AND ASSOCIATES, INC. CEFTJ1 lC fF-.O 'AUTHORI ION NUMBER LB 1772 BY: P.—L S 4175 S PHEN A. SEIDLERc � yRIC ll-� . ` } � day �� 11-iT , .. 130.36' TRACT P-2 J S 85'21.31+ W I?S /%N56Z� N / \ \ L258 1_257/ S rJ 85'20 09" E \ ��- 2 3.32' jTRACT GC-9 GOLF COURSE L232 L233 L234 60' / Z L230 82�� A co C3 GCE s S U Ct �v 3 � � I i f I LEGEND POC POINT OF COMMENCEMENT POE POINT OF BEGINNING CURDELTA ADIUSCNORp� BEARING r CI t 815 Do' 156.t9 t86.tt N 85'464C w O5'52 39' C382 1775.00' 17307' 173.00' 1 S 82"31'43" E 05'35',2' GRAPHIC SCALE N so 0 30 40 120 ( IN FEET ) eso, f V; TRAM-'' P-3 AREA = 2 0747 ACRE' s" 1 If y 89 07L R f 2 7 59' 180 6 7 `{f Js L4 ; L j 1 O tot �r x" z� B i_ C-) C K C LAKE 9 0 E axe h0 4gV N 89'55'07" E �F 98 23' z O O �o V' I P C3 4 Ow `NOT A SURVEY' i [NOT VAUD WITHOUT SKETCH OF A LEGAL DESCRIPTION E — 1 THE SIGNATURE AND OF A CONSERVATION AREA E e THE ORIGINAL RAISED HOLE MONTES & ASSOCIATES SEAL OF A FLORIDA NORTHEAST QUARTER OF SECTION 7, DRAW BY: ENGINEERS / PLANNERS / SURVEYORS LICENSED SURVEYOR TOWNSHIP 48 SOUTH. RANGE 26 EAST TMM Tosco AKIMATNY SIAEET AND MAPPER. QUAIL WEST UNIT 1 REPLAT WOO 9MNCS ROMM T4/35 SA91 LINE DIRECTION DISTANCE LI S 48'59'05' E 38.03' L2 S 20-78'01' w 21 36 L3 S 89*55*07' w 28252 L4 N 81'51'48 w 43.16 L5 N 5424'58" w 36 40' L6 N 87'36'54" E 44 37' L7 S 8326'36' E 46 49- L8 N 56'17'54' E 2412- L9 I S 68*55*34' w 20 96' LIO S 40'47'22- w 12.61' L11 S 38 57'+i w 18 51' L12 S 01'45'54" w 32 75' L13 S 13'38'07' E 48.79' L16 S 4859'05' E 38 03' L217 N 2824'08' E 23 23' L218 N 07'01'28 w 1701 L219 s 6024'03E 2004' L220 N 71,50'07: E 31 75' I L221 I N 872E'10' E 2604' L222 L223 S 55'20'24" E N 90'00'00' w 10 75' 38 75' jI L224 N 30'46'34- E 80 31' L225 N 39'06'31' E 28 66' i L226 i N 77-57'5w 42 42' L227 N 67'54'21 w 25 54' L228 N 8825 35" E 42 41' 1 L229 ( N 64,03'35" E SS24' L230 S 8232'28- E 44 86' L231 N 5322 03" E 44 40' L232 S 70'34'36' w 5516 L233 N 85'21'08" w 46 71' L234 N 78*07*03' w 35.35' L235 N 53'50'26" E 45 70' L236 N 01'37'10 E 46 02' L237 S 13-12'01- E 4763 � L257 N 82'18'29" E 32 83' L258 S 87W',8" E 7716' L259 N 6722'57- w 5842 I L266 N 41.34'S8 E 44 34' L267 N 55'18'37' E 1911' L268 S 76-46'53" w 23 07' L269 S 58'54'08- w 29 60' L270 L271 S 41'30'23" w N 2932'34' E 28.29' 89.41' L272 S 50'55'08" w 39.08' DESCAFWN DAIS REWS06 97 "c11DII 7 C1 ft to*'A9"r 48 87.24W AncE 26 Al�►b OW-P3- 8-2013 SEC 6 C S - - - T SEC 7 SEC e - - ORv 1491 cGS. ISW-1955 GRAPHIC SCALE I a rar , TRACT G=-9 CO! F ._'OuIPSE 1 D 0 B L LEGEND POC POINT OF COMMENCEMENT Poe POINT OF BEC1NNING HOLE MONTES & ASSOCIATES ENC,INEERS / PLANNERS / SURVEYORS 10550 AIERNA Y SMUT 601RTA walm FLORIDA 34135 .., e. _ O.Rv 1.91 PC$ 16�1 �_ 60 UTILITY W A=SS EASEMENT LME DIRECTION IDrSrAftC LI $273401 E 74.x L2 N 76'34'21" W .3 Al 11'41*W E 3O.6i U N 0614'21" W 22.05' s N 8396' 49.23 L6 S 75 x W 60.86 L7 S 7025!23' E 37W LEI N 6mS9" C 16.79 L9 N I1'33.26' E LTO S 12' E Z6.33' 01 S C1)t ♦ 0 6 41 L12 01 2: 29'52" E 40 BY L,3 S 2154'S3' E 3303' L14 S 737T5T E 60.06' U5 S 74wi2' W 62.15' L J w s0 L24 N IW44 34' E 30.50 L236 N 07341'13' E 32.30 L 39 N 16 W 13 26' DESCRIPTION CURVE RADIUS LENGTH.CN011O 6EAR61G TA i 19.60 It 4w N 12'16 31 22161 C3 /050.00• 260.65 M9.9M N 60W07" E 141Y23' C4 6OO.ar 31196' 311 95 N 78'40Ir E 22ZY09" C33 t020.ar 62.64' 62.63 S 54" W09" W 03*31*06' C34 1020.ar 110.5r 190.29, S s2D4'SOr w /0'471Y' C35 7 00 220. 5 2 00 S 75 34 w7619 1t C57 625.ar /46.N' 14629' N rr31'i 1' E IO10'24' C58 2Sar 34. 34' 31 70 N 6154'43" W 78'N•24" C212 2'100' 39.2r 35 M' S 22Z5'S9" W 90V00d CZI3 1oeo.ar 94.5W 945V N 64i5727' E OSOI'04- CIt4 /080.00 1 1 N 4. 7 t9 C2t6 SO.ar 57.96' 34 7Y N 341YN" E 66ZS'if" c219 600.ar Ira 17032' S 7S'35w w 16*1 fl, A PARCEL OF LAND BEING ALL OF TRACTS P-4 AND P-5 LOCATED AND A PORTION OF LOTS 1, 2. AND 3. ACCORDING TO THE PLAT OF EMAIL WEST UNIT ONE. REPLAT AS RECORDED IN PLAT BOON 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE NOPTHWEST CORNER OF LOT 2 ACCORDING TO THE PLAT OF QUAIL WEST LMI; ONE. REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF /HE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THENCE RUN S 22-34'01" E ALONG THE WESTERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 4500 FEET TO THE PpkT OF BEGNNMS GF THE PARCEL OF LAND HEREIN DESCRIBED. THENCE FRUN S. 67-25'59" W FOR A ,DISTANCE OF 105.36 FEET: THENCE RUN N. 76-34'21" W. FOR A DISTANCE OF 49 36 FEET TO A POINT ON THE NORTHWESTERLY BOUNDARY O< LOT 3, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE. REPLAT AS RECORDED IN PUT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDES OF COLLIER COUNTY. FLORIDA. SAID POINT ALSO BEING A POINT ON A CIRCULAR CURVE. CONCAVE WESTERLY. WITH A RADIUS POINT MAT BEARS N 66'31'39' W A DISTANCE OF 5000 FEET THEREFROM. THENCE RUN NORTHEASTF_RLY ALONG THE ARC OF SAID CURW TO THE iEFT, HAVW A RADIUS OF 5000 FEET.THROUGH A CENTRAL ANGLE OF 2227'4t". SUBTENDED BY A CHORD OF 128N5 FEET AT A BEARING OF N. 1214'31" E. FOR A DISTANCE OF 19 60 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 3. THENCERUN N. 11'41'46' E. FOR A DISTANCE OF 30.65 FEET, THENCE RUN N 0614'21_ W FOR A DISTANCE OF 2205.FEET. THENCE RUN N 83106'20' E FOR A DISTANCE Of 49.23 FEET. THENCE R'JN N. 7522'19 E_ FOR A DISTANCE OF 6084 FEET: THENCE RUN S. 7028'19' EHE . FOR A DISTANCE OF 36.99 FEET; THENCE RUN N 6725'59" E. FOR A DISTANCE OF 18. 78 FEET: MENCE RUN N. 11'33'39" E FOR A OTSTANCE Of 54.33 FEET; THENCE RUN N 6025'20- W FOR A DISTANCE OF 26.34 FEET. THENCE RUN N. 75'04'45" E FOR A DISTANCE OF 6241 FEET, THENCE RUN N 2729'5,2- E FOR A DISTANCE OF 40.83 FEET, THENCE RUN N_ 21'S4'55' W. FOR A DISTANCE OF 33HE .03 FEET. THENCE RUN N 5521'53 W FOR A DISTANCE OF 60.05 FEET, THENCE RUN N 74'33'12' E FOR A DISTANCE OF 5215 FEET; THENCE RUN S 89'4221" E FOR A DISTANCE OF 81 02 FEET; THENCE RIJN S. 00'3620" W FOR A DISTANCE OF 13497 FEET, THENCE RUN S. 4114'33' W FOR A DISTANCE OF 10823 FEET. THENCE RUN S. 6725'59 w FOR A DISTANCE OF 104. 65 FEET TO THE POINT OF BECAmNim CONTAINING 08139 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, OR RESTRICTIONS OF RECORD BEARINGS REFER TU THE PIES7 LINE OF LOT 2• ACCORDING TO THE PLAT OF OUAIL WEST UNIT ONE, REPLAI AS FIECOROED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. AS BEING S 22'34'01' E HOLE. MONIES AND ASSOCIATES. INC. CERTIFICAT/v7 OF T ZATION NUMBS 1772 BY: : c/. P.L.S. 4175 STEPKN A. SM(R STATE OF FLORIDA NOT VAUD WITHOUT ISKETCH AND LEGAL DESCRIPTION THE SIGNATURE AND I OF A CONSERVATION AREA �N90N N6 ME ORIGINAL RAISED SEAL OF A FLORIDA EAST HALE SECTION 7 oRAvbl BY LICENSED SURVEYOR I TOWNSHIP 48 SOUTH, RANGE 26 EAST JlR AND MAPPER. i QUAIL WEST UNIT ONE, REPLAT n,. I SAt DESCRIPTION DATE T CT10N 7 vmlLL1 NO. 4$ 87.24W 26 A Na QW-PS- 1 B-2014 GRAPHIC SCALE �o0 0 50 100 ( IN FEET ) TRACT GC-19 GOLF COURSE LAKE 7 D.E. m,h TRACT GC-18 GOLF COURSE * NOT A SURVEY LINE DIRECTION DISTANCE L438 S 36'03 01 W 69.14 L439 S 81'10 26 W 38.71 L440 S 76'07 31 E 54.95 L441 S 61'50 51 E 58.24 L442 S 72'51 29 E 84.66 L443 N 83`1917 E 60.27 L444 S 6529 36 W 60.83 1-445 S 51'04 52 W 58.91 L446 N 0828 06 E 18.71 L447 S 13'17 26 E 59.92 L448 N 05'46 09 W 47.34 L449 S 09'55 43 W 42.13 L450 S 17*4410 W 47.69 L451 N 02.4214 E 63.72 L452 N 00'00 00 E 37.01 L453 S 05"12 30 W 27.59 L454 S 60'53'45 E 8.84 L455 N 09'42 26 E 170.16 L456 N 07'23 35 E 45.50 L457 S 01'56 35 W 66.49 L458 N 90'00 00 E 25.05 L459 N 64'14 33 E 16.13 L460 S 82'59 44 W 20.69 L461 S 8356 47 E 23.93 L462 N 71'50 07 W 15.29 L464 S 482616 W 35.73 L465 N 71.0218 E 28.27 L466 S 8347 38 E 46.59 L467 S 55'54 28 W 27.49 L468 N 38'06 37 E 30.88 LEGAL DESCRIPTION TRACT P-6 OF QUAIL WEST UNIT ONE, REPLAT, AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. CONTAINING 1.7431 ACRES MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS. OR RESTRICTIONS OF RECORD. HOLE. MONIES do ArSWATES. INC. CERTIFICATE OF AUTHORIZATION LB #1772 BY P.LS. /4175 STEPHEN A SEKXER STATE OF FLORIDA DRAM BY. DAIS wt VALID Wman 5KETCH AND LEGAL DESGRIPTION S.A.S. 4,CHECKED By* 1E HOLE, MONTES & ASSOCIATES 1 E Am OF A C0111 SERVATION EASEMENT 18;7.2ZS.A.S. 4 7 -SEAL OF A FLOM A QUAL WEST IAW QW. RMAT ENGINEERS - PLMKRS - SURVEYORS � m AS REppRM IN PJ 21. PGS W106lSffA N . 8-2039 NAPLES - FORT MYERS - BONITA SPRINGS AN YAPPER NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST N 89'55'26" E f _ _ BURNHAM ROAD TRACT R 551.50' ,Q C26 S 89'55'26" W 258.07' C25 cn (11 j 89 00' rn��/L1 r C30 co l� T D >. A � �: N a m I. N, ul 0 X 1 \ L462 \-1-463 00 L459 L460 r tiG0 a� JI L458 oa a h�0 LEGEND POB POINT OF BEGINNING CURS I RADIUS LENGTH I CHORD DELTA 580.00 188.26 157.44 44 E tC17 4oDoo' zMAO' 212.5E'07- E 30'48'39- I 650.00' 45O.97 470.01'44- W 4223'24C25 1450.00' T33.80' 133.75''49' FKARINO EC26 1450.W 161.6Y 161.58'- E06'23'17- C30 1480.00 a7.39 87. 8856 E 03'2300 C31 25.00' 3Q4i 34 76''41- W 8a'OS'46' C32 425 00' 98-05' 97 33' S 11'58'20' E 13'13'05' C33 425 00' 130.50' 129 9W S 27'22'40- E 17'35'33' C36 625 00' 24.59' 1 14 59' S 3502'49- E 0215*15' C76 42500 t6.72 t672 S 350249 E 02i515 C402 62500' I 9t 96' 91.88 S 313Y}2' E 08'2S'49- GRAPfllC SCALE 4o 0 ,0 40 w>m-" DESCRIPTION LINE DIRECTION DISTANCE A PARCEL OF LAND BEING ALL OF TRACT P-7 ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE REPL/T AS RECORDED IN PLAT BOOK 21 AT PAGES a4 THPOUGN I- OF THE PUB IC Lt S 05'214a E 8.89 L2 N 2724'58' E 29.26' L3 N 56'31'00' E 33,04 L4 S OS 2t'48' E 73.26 i S-S"T6't6'} w SS 84 L6 S 2724 "29, 5 L 7 N 56'3 �O Z S 6 sS p t�94226n E '"v7gtb L 456 N ,.2J 3Et 45 50 L457 t 56 35 tw L458 N E -_..66 49 25 057 L459 y 4,14 33 E t3 t60 �S"'t� 44 W = 461 S 83T5647 = 93' y1462 .� °t163 7630`U7 E 1S.29 1940' t RECORDS OF COLLIER COUNTY. FLORIDA. AND A PORTION OF LOTS 1 AND 2. BLOCK G ACCORDING TO THE PLAT OF OUAIL WEST UNIT ONE. REPLAT BLOCKS G AND H AS RECORDED IN PLAT BOOK 22 AT PAGES 36 AND 37 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA. BEING MORE PAPTICOLARLY DESCRIBED AS FOLLOWS QLCM AT THE SOUTHWEST CORNER OF TRACT P-I OF OUAIL WEST UNIT ONE. REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS �F COLLIER. COUNTY. FLORIDA. THENCE RUN N Ot'56'35' E ALONG THE WESTERLY LINE OF SAID TRACT P-7 FOR A DISTANCE OF 66.49 %EET. THENCE RUN N 07'2336' E ALONG THE WESTERLY LINE OF SAID TRACT P-7 FOR A DISTANCE OF 45.50 FEET. "'-/ Jf"ENCE RUN N D9'42'26' E ALONG THE WESTERLY LINE OF SAID TRACT P-7 FOR A 3,TANCE OF 17016 FEET. THENCE RUN S. 05'21'48' E FOR A DISTANCE OF 8.89 FEf!T THENCE RUN N 2724'58- E FOR A DISTANCE OF 29.26 FEET. THENCE RUN \ N 56'31'00" E. FOR A DISTANCE OF 33.04 FEET: THENCE RUN S. 05'21'48' E F�n'A DISTANCE OF 7326 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE EASTERLY', RADIUS POINT BEARS N. 84.38'12- E A DISTANCE OF MOOD FEET � M, ,TMERE`FROM, THENCE RUN SOUTHERLY. ALONG THE APC OF SAID CURVE TO THE LEFT. yN*}pN'G A RADIUS OF 580.00 FEET. THROUGH A CENTRAL ANGIE OF t8'35'52-. ;SUBTENDED BY A CHORD OF 187 44 FEET AT A BEARING OF S 14'39'44- E • FOR A CE OF 188,26 FEET TO THE END OF SAID CURVE. THENCE RUN S 1616'51- W FEE r. THENCE RUN 75'30'07' W FOR DISTANCE FOR 3► DISTANCE OF 5584 S A OF FEET. THENCE 4 4¢ FEET. THENCE RUN N 71.50'07" W_ FOR .A DISTANCE OF 15.29 r •ARUrT N 83'56'47- w FOR A DISTANCE OF 2393 FEET. THENCE RUN S. 82'59'44' w a. F A DISTANCE OF 2069 FEET. THENCE RUN S 6414.33- w. FOR A DISTANCE OF J r 16'13 FEET. THENCE RUN N. 90'00'00' w FOR A DISTANCE OF 2505 FEET TO THE 'FFOINT OF BEGINNING. CONTAINING 0.5898 ACRES. MORE OR LESS- II SUBJECT TO EASEMENTS. RESERVATIONS OR RESTRICTIONS OF RECORD l\\\\ 9EARtNGS SHOWN HEREON REFER 1O THE NORTH LINE OF THE NORTHWEST pUARTER OF SECTi•On; 8, TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLIER COUNTY, FLORIDA AS BEING N 89'5: 26- E HOLE, MONTES AW, ASSOCIATES. INC CEFTIFICATE OF THOR12AT1ON NUMBER LB 17-1 BY P L S. 4175 sWrHEN A. SEIDLER - STATE OF FLORIDA *NOT A SURVEY* NOT VALID WITHOUT SKETCH AND LEGAL DESCRIPTION THE SIGNATURE AND OF A CONSERVATION AREA REM" so THE ORIGINAL RAISED HOLE MONTES & ASSOCIATES I SEAL OF A FLORIDA NORTHWEST QUARTER OF SECTION 8, DRAWNI 8' ENGINEERS / PLANNERS / SURVEYCIRS LICENSED SURVEYOR TOWNSHIP 48 SOUTH, RANGE 26 EAST TMM 160.5o 08[mulNT STREET AND MAPPER. QUAIL WEST UNIT 1 REPLAT Y. DONT4 l omm ftmA 361,16 I>t+t) "2-07% _ cOLucA coIAITv ncwo, j SAS OESCPoP➢OM DATE PEW9aNs TE 3/97 CT10N 8 No i To 48 87.24 G[ 26 DRAVOW wo OW-P7 I B-2015 Preserving and enhancing Florida's quality of hie since 1966 "wrol-m REF. DWG. B-2016-3 HOLE, MONTES 3 ASSOCIATES, INC. APRIL 3, 1998 ENGINEERS PLANNERS SURVEYORS SHEET 1 OF 3 LEGAL DESCRIPTION: A PORTION OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N.89°55'48"E., ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 8, FOR A DISTANCE OF 133.95; THENCE RUN S. 13015'26' E. FOR A DISTANCE OF 15.41 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN SA 3*1 5'26"E., FOR A DISTANCE OF 180.37 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 37042'23", SUBTENDED BY A CHORD.CIF 42.4,111 FEET AT A BEARING OF S.32°06'37"E., FOR A DISTANCE OF 42.78 FEET T TH �&PW-SAID CURVE; THENCE RUN S.50°57'49"E., FOR A DISTAtaC C��BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCMA ,' ' ERLY; THENC �%l��SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE R1f, HAVING A RADIUS 50.'�,0 FEET, THROUGH A CENTRAL ANGLE OF 61°44'44-SCJBTE 1D BY,1 CHORD OF 55.74 FEET AT A BEARING OF S.17°05'25'E., FORIA DI'STA C QF �,�12 ET TO A 1 OII T OF REVERSE RC OF TRLY, ALONG THE A CONCAVE NORTHEAbTE�i�.,„:Sltll RU SOH°,,.. SAID CURVE TO THELE, FA1iGA '"i0� 5 QEET THROUGH A CENTRAL ANGLE OF 90°33'05",°SUBTE�JD!?� Y A O ,0x3�00{FEAT AT A BEARING OF S.28°29'34"E., FOR A .I I '0 1'J� T TO' F'OINt-OF REVERSE CURVE, CONCAVE WESTERL � THENCE RUN SOUTH 2LY, 4ON,C�E ARC OF SAID CURVE TO THE k(OT, HAVING A RADIAJOF 43 00' FI ST, THROUGH A CENTRAL ANGLE OF 1�i°Q -;7", SUBTENDED BY'� C�HO�F D OF 81.11 FEET AT A BEARING OF S.03°11'24 OR A DISTANCE OF 1�-$,94 EET TO A POINT OF REVERSE CURVE, CONCH , THEASTERLY, THE Ci RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CI VE1/`T JHE` L;I 't, -'A V!AG A RADIUS OF 62.00 FEET, THROUGH A CENTRAL ANGLE OF 114" .TENDED BY A CHORD OF 35.94 FEET AT A BEARING OF S. 50032'33"W., FORA"DISTANCE OF 36.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY, THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 58.00 FEET, THROUGH A CENTRAL ANGLE OF 70032'05", SUBTENDED BY A CHORD OF 66.98 FEET AT A BEARING OF S.68°57'49"W., FOR A DISTANCE OF 71.40 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY, THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 190.04 FEET, THROUGH A CENTRAL ANGLE OF 50032'25", SUBTENDED BY A CHORD OF 162.25 FEET AT A BEARING OF S.78°57'20"W., FOR A DISTANCE OF 167.63 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY, THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 84032'16", SUBTENDED BY A CHORD OF 80.71 FEET AT A BEARING OF N.84°02'45"W., FOR A DISTANCE OF 88.53 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY, THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 38938'49", SUBTENDED BY A CHORD OF 9.93 FEET 10550 ABERNATHY STREET BON17A SPRINGS F L OHiDA 34135 d41-997 Ulyt, f AX 941 )J" c HMA PROJECT # 87.24X REF. DWG. B-2016-3 APRIL 3, 1998 SHEET 2 OF 3 AT A BEARING OF N.22027'13"W., FOR A DISTANCE OF 10.12 FEET; THENCE RUN N.03007'48"W., FOR A DISTANCE OF 48.67 FEET; THENCE RUN N.02052'49"E., FOR A DISTANCE OF 184.70 FEET; THENCE RUN N.16°53'15"W., FOR A DISTANCE OF 12.67 FEET; THENCE RUN N.64'11'33'W., FOR A DISTANCE OF 76.04 FEET; THENCE RUN S.73025'40"W., FOR A DISTANCE OF 25.19 FEET; THENCE RUN S.06'28'37"W., FOR A DISTANCE OF 45.09 FEET; THENCE RUN S.41"25'20"E., FOR A DISTANCE OF 31.80 FEET; THENCE RUN S.55'46'39"E., FOR A DISTANCE OF 10.63 FEET; THENCE RUN S.29'30'25"E., FOR A DISTANCE OF 16.72 FEET; THENCE RUN S.01054'39"E., FOR A DISTANCE OF 13.68 FEET; THENCE RUN S.63'00'38"W., FOR A DISTANCE OF 23.64 FEET; THENCE RUN S.34059'30"W., FOR A DISTANCE OF 26.87 FEET; THENCE RUN S.10'57'20"W., FOR A DISTANCE OF 63.96 FEET; THENCE RUN S.08'07'40"E., FOR A DISTANCE OF 51.24 FEET; THENCE RUN S.18*15'17"E., FOR A DISTANCE OF 16.46 FEET; THENCE RUN S.25'20'26"E., FOR A DISTANCE OF 35.32 FEET; THENCE RUN S.00'00'00" W, FOR A DISTANCE OF 200.40 FEET,°T RUI,S.30'02'25"W., FOR A DISTANCE OF 74.64 FEET; THENCE RUN N5 a° O'!�ANCE OF 24.04 FEET; THENCE RUN S.12-08-5,3"fir 6 A DISTANCE � ��%50 FEET; THENCE RUN N.74'00'25"W p A DISTANCE OF 51.3 , EE ; THENCE RUN N.59'53'37"W., FOR A", DISC- NCE..OF 49.22 FEET; T NC RUN N.06'12'58"E., FOR A DIST'ANCE F,-40-16F1_ETT TO -THE B INNING OF A TANGENTIAL CIRCULI'R CURVE, CO CA WESTERM HENCE RUN NORTHERLY ALONG TOE R Li `� LEFT, HAVING A RADIUS OF 1 30 0' F'EET� T iRbU' H' n, L A�NG(E OF 33'35'16", SUBTENDED 3Y,,/F�O,RI�,C�472 �EET�1 A B�R'NG OF N.10'34'40"W., FOR A DF°' ,A'�I "CbF 416u TO t F SAID CURVE; THENCE RUN Nb,'42"E., FOR A DISTCE F 5EET TO A POINT ON A CIRCULAF��UE, CONCAVE so-,, ES WHOSE RADIUS POINT BEARS S.66 '42"W., A DISTANCE O -tl EET THEREFROM; THENCE RUN. ®THWESTERLY ALOXRC OF SAID CURVE TO THE LEFT, HAV NG-A-RAQI.US-CIF 3 EET, THROUGH A CENTRAL ANGLE OF 08'48'08', 'SU ft ' IORD OF 128.15 FEET AT A BEARING OF N.31'46'22"W., FOR A DltiT C OF 128.28 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY, THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 215.00 FEET, THROUGH A CENTRAL ANGLE OF 30'48'39", SUBTENDED BY A CHORD OF 114.23 FEET AT A BEARING OF N.20'46'07"W., FOR A DISTANCE OF 115.62 FEET TO THE END OF SAID CURVE; THENCE RUN N.05'21'48"W., FOR A DISTANCE OF 43.19 FEET; THENCE RUN 8.89'55'26"W., FOR A DISTANCE OF 14.08 FEET; THENCE RUN N.26'09'14"E., FOR A DISTANCE OF 37.73 FEET; THENCE RUN N.81'32'26"E., FOR A DISTANCE OF 67.45 FEET; THENCE RUN N.83'47'34"E., FOR A DISTANCE OF 80.47 FEET; THENCE RUN N.89'44'21"E., FOR A DISTANCE OF 57.12 FEET; THENCE RUN S.86010'05"E., FOR A DISTANCE OF 51.25 FEET; THENCE RUN S.85'19'15"E., FOR A DISTANCE OF 47.87 FEET; THENCE RUN N.89'55'38"E., FOR A DISTANCE OF 259.65 FEET; TO THE POINT OF BEGINNING; CONTAINING 7.823 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, HMA PROJECTS 87.24X REF. DWG. B-2016-3 APRIL 3, 1998 SHEET 3 OF 3 AS BEING N.89'55'48"E. HOLE, MONTES & ASSOCIATES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 BY d7 P.S.M. #5628 THOMAS M. MURPH STATE OF FLORIDA c> Cwl N t� !90 -- POC — NE CON. OF NW 1/• SEC. a-48-16 NONn1 -W OF 1NE N0PNICAST ?,Aa— SEC 8-48-?6 U t� POB TRACT A TRACT P-8 -01r t V 1{ s n { � O m <� ...... < a0 0 1 P� U Q 3 � a o 00 00 O (V Ul CURVE TABLE _ -•RVE RADIUS LENGTH CHORD BEARING DELTA Cl 6500' 42 78' 4201-. 5 32L16'37" E 37"4723" C2 So DO'_ S9.12' 55.74' 5 ,7T35'25' E S7'44'47- 1-3 95 00' 150.1 i 135 00' S 28-29'34" E 90'33'05" C4 43.00' 10594' oil-,. 5 0311'24" E 741'09'27" C5 6200,. 36 46' 35 94 S 50.32'33" w 33'41'34 C6 Sa.DO' 71 40' 5698' 5 58'57'49" w 70'32'05' C7 190 04' 167.63' 162 25' S 7837'20' w 50'32'25- C8 60 00' a8 53' 9071. N 84'02'45- W 154'32'16" C9 15 D0' 10.1 ' 9.93' N 2 7'13" W 36'38'49- C13 830.00' 4a5.56' 479.E - N 10'34'40" w 33'35'16' C74 035.00' 125.25' 126.15' N 31'46'22" w 08-48,08" ^C15 21500 11 6 ' 114 3' N 0'46-07- W 30'48 39" GRAPHIC SCALE '00 0 50 x ( IN MELT D it7 C6 LOT 97 BLOCK K I L INE TABLE LINE DIRECTION DISTANCE L 1 N 't L 2 S 13-1 6" E .13395, 15. 41' L3 5 13'15'26 E ISO, 3 7' Lt S 5T57'49- L 5 N 7'4 ' w 7' L6 N 02'52'49- E 184.70' L 7 N 1633'15- w 1269, L8 N 6411'33- W 76.04' L9 S 73 25'40" w 25.19' L10 S 06Z8'37" w 45.09' L] I 5 0134'39" E 13 68' L12 5 41'25'20' E 31 50' 03 S 55'46'39" E 10 63' L14 S 29'30'25" E 16 72' L15 S 6300'38" W 23.64' LIB 5 34'5930" W 26.87' L17 S 103720" w 63.96' ~L'3 S 08'07'40" E 51.24' L19 5 ,e,,r E i6.4s' L S 2s570*26' E 35.32' L 21 , S 8610'05- E 51 25' '-21 S 8519'15' E 47 87' L23 5 30'022*25 w 74.64' L24 N 5730'31 w 24 DA' L25 5 12iM53 w 26 50' L26 N 74-00 25 W 51 37 L N 59-53 37 w 49. 22 i L N D612 55E 46-10 t _ N 6277 42 E 5.00' L30 N 05-21'48- w 43.19' L31 S 89'55'26" w 14 08' 1132 N 26'09'T4 E 37.73' L33 14 81'3226 E 67.45' L34 N aS47'34 E 80.AT L35 N 89'44'21' E 57.12' L36 N 8935'38 E 1 259 65 LEGEND POC POINT OF COMMENCEMENT *NOT A SURVEY* Poe POINT OF KGINNIHG NOT VAUD WITHOUT SKETCH OF A LEGAL DESCRIPTION 4o THE SMATURE AND THE OR04AL RAISED OF A CONSERVATION AREA w DATE "" 401a HOLE MONIES do ASSOCIATES SEAL O; A FLORIDA NORTH HALF OF SECTION 8 �� or �� ♦/93 8 ma 87.24 FllONEFRS / PLANf�S SURVEYORS LICENSED SURVEYOR TOWNSHIP 48 SOUTH, RANGE 26 EAST WEST UNIT 1 REPIAT TMM 48 belle 4�srt STM AND MAPPER. 26 26 so m wma► 141M4 3as TMM 8724-P8 8-2016-3 "") all-- a �� ealmn PLAIN" HOLE, MONTES & ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS LEGAL DESCRIPTION Preserving and ennan ing Florida's quality of He sine 1966 HMA PROJECT #87.24W HMA DWG. #B-2017 JULY 29, 1997 SHEET i OF 5 A PARCEL OF LAND LOCATED IN A PORTION OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF, AS RECORDED IN T BOOK 21 AT PAGES 84 THE PUBLIC RECORDS OF COLLIER COUNTY, BEING MORE PARTICULARLYUGH OF DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEASTERLY CORNER OF LOT 14, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S. 78°29'57" W. ALONG THE SOUTHERLY LINE OF SAID LOT 14 FOR A DISTANCE OF 10.04 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED AND A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 73*15'14" W. A DISTANCE OF 360.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADWS_ F 360.00 FEET, THROUGH A CENTRAL ANGLE OF 5002411", SUBTENDED BY A CHORD(Fq0 :5Q AT A BEARING OF S. 08027'20" W., A Al FOR A DISTANCE OF 316.69 FEET; O T# = 0 14� URVE; THENCE RUN N. 82°02'25" W. FOR A DISTAyC:E60.48 FEET; THEW( S. 74010'08" W. FOR A DISTANCE OF 47.48 FEET THENCE RUN N. 83016,14" V1% 7 DISTANCE OF 76.16 FEET; THENCE RUN S. 26°4'21 W FOR DISTANCE OF 2..4 5EET; THENCE RUN N. 78°50'36" W. FOR A DISTANCE O "1rx,?,2 FE,E7_TAE VCE RUN S.�8 STANCE ,FOR 46.87 A DISTANCE OF 28.73 FEET; T1 1E R N, .404� W FOR A FEET; THENCE RUN S. 7 °39 g� rv. 6R A'101 F � FE T; THENCE RUN SHE 1 UN S 11 °02'32" W. S. 89°34'44" W. FOR A DI�TANCE1 OFu-0.3 F T£ka FOR A DISTANCE OF 1504��fs 56°?,'4 W�F'C9R A DISTANCE OF 26.76 FEET; THENCE RU47f4°21'19" E. FOR A D TAN CI= F 3 :�7 FEET; THENCE RUN S. 23024'51" W. FOR ktl '`TANCE OF 32.64 FEE TH N E R4JN S. 85054'57" E. FOR A DISTANCE OF 16.221=ft'FTHENCE RUN S 28.'7 05,6R A DISTANCE OF 12.75 FEET; THENCE RUN S. �"5"08" W. FOR A DISTA1 .F `109.03 FEET; THENCE RUN S. 21°18'43" W. FOR A D��C,QF 58.79 FEETrT RUN S. 17000'19" W. ' w8"`W. FOR A DISTANCE OF FOR A DISTANCE OF 89.91 FEET HEN 1tN,1. R.n 46.24 FEET; THENCE RUN S. 24 14'04 :.TM1fCE OF 48.05 FEET; THENCE RUN S. 35°16'52" W. FOR A DISTANCE OF 25 FET; THENCE RUN S. 10002'01" E. FOR A DISTANCE OF 8.69 FEET; THENCE RUN S. 21°46'45" W. FOR A DISTANCE OF 71.58 FEET; THENCE RUN S. 36002'44" W. FOR A DISTANCE OF 142.27 FEET; THENCE RUN S. 6005413" W. FOR A DISTANCE OF 43.15 FEET; THENCE RUN N 90`00'00" W. FOR A DISTANCE OF 163.60 FEET; THENCE RUN S. 62°48'06" W. FOR A DISTANCE OF 82.17 FEET; THENCE RUN S. 12°29'34" E. FOR A DISTANCE OF 70.77 FEET; THENCE RUN S. 66009'48" W. FOR A DISTANCE OF 230.73 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S. 50°53'28" W. A DISTANCE OF 2025.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2025.00 FEET, THROUGH A CENTRAL ANGLE OF 14019'09", SUBTENDED BY A CHORD OF 504.77 FEET AT A BEARING OF N. 46016'07" W., FOR A DISTANCE OF 506.08 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY, THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 47°24'13", SUBTENDED BY A CHORD OF 20.10 FEET AT A BEARING OF N. 29°44'09" W., FOR A DISTANCE OF 20.68 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50 00 FEET, THROUGH A CENTRAL ANGLE OF 48`59'08", SUBTENDED BY A CHORD OF 41.46 FEEI Al A BEARING OF N 30U31'37" W, FOR A DISTANCE HMA PROJECT #87.24W HMA DWG. #B-2017 JULY 29, 1997 SHEET 2 OF 5 OF 42.75 FEET TO THE END OF SAID CURVE; THENCE RUN N. 55°01'11" W. FOR A DISTANCE OF 203.96 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S. 41°14'44" E. A DISTANCE OF 210.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 89029'09", SUBTENDED BY A CHORD OF 295.65 FEET AT A BEARING OF S. 04000'42" W., FOR A DISTANCE OF 327.98 FEET TO THE END OF SAID CURVE; THENCE RUN S. 75°27'02" E. FOR A DISTANCE OF 53.00 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S. 34°54'44" W. A DISTANCE OF 1815.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1815.00 FEET, THROUGH A CENTRAL ANGLE OF 11 °23'35", SUBTENDED BY A CHORD OF 360.31 FEET AT A BEARING OF S. 49°23'28" E., FOR A DISTANCE OF 360.91 FEET TO THE END OF SAID CURVE; THENCE RUN S. 53*15'21" W. FOR A DISTANCE OF 28.11 FEET; THENCE RUN N. 76014'47" W. FOR A DISTANCE OF 22.75 FEET; THENCE RUN N. 60°45'28" W. FOR A DISTANCE OF 53.39 FEET; THENCEyRt l �W22,'02" W. FOR A DISTANCE OF 48,97 FEET; THENCE RUN N. 82°20'1, " 1�26 Efi T f�F T; THENCE NT ON A3.13 ECIRCULAR RUN N. 28'18'16" W. FOR A DISTArt � 2 OF SAID CURVE CONCAVE NORTHEASTExf h ,°�1VHOSE RADIUS Pb` 1'mT B RS N. 16°33'42" E. A NG THE ARC DISTANCE OF 250.00 FEET TF REFIPOM„-THENCE RUN WESTER E E o Y, HLOCENTRAL ANGLE OF CURVE TO THE RIGHT, HAVING / Rf�.LS 0�5t{0 11 17039'46", SUBTENDED BY A,/CHORD OF 76:%76• E�T AT , BEAR G OF N. 64°36'25" W., ,� RN THENCE RUN FOR A DISTANCE OF 77.07 rEET, T' E FrN .� A, ° 450§FEET , HN kyS 06 �45'30" E. FOR S. 62'48'04" W. FOR A DISThANC 1 E „ Tki1 N E RAN 51-1 E Off A lSf ANCE OF 157.13 A DISTANCE OF 25.91 FEET; y a THENCE RUN FEET; THENCE RUN S. 47 3',� ER AOF `� F00 00'00" W. N. 80'37'57" E. FOR A DiSTA�'iF 22.58 FEET; THE 6 "J� F .,�A DISTANCE OF FOR A DISTANCE OF 23.10 F� ;THENCE RUN S 16� C 22.94 FEET; THENCE RUN S. 0 °�j,' " W• FOR A DISTAi�C `1�•N FEET; THENCE A DISTANCE OF 99.49 FEET; 1; 4C:E, U FEET, THEN E 'FO N. 01ST 57" W. RUN S. 02037'51" E. FOR A DIST iJ QF 27 N°4 FOR A OiSTANCE OF FOR N ..m 42.38 FEET; THENCE RUN S. 87059'51` R A -Di AN E OF 63.69 FEET; THENCE RUN S. 74.29'23" W. FOR A DISTANCE Of= 38 S-E ;`FENCE RUN S. 51°53'11" W. FOR A DISTANCE OF 21.69 FEET; THENCE RUN S. 21 °59'53" W. FOR A DISTANCE OF 34.29 FEET, THENCE RUN N. 66°00'56" W. FOR A DISTANCE OF 39.61 FEET; THENCE RUN N. 17032'03" W. FOR A DISTANCE OF 12.62 FEET; THENCE RUN N. 01021'24" E. FOR A DISTANCE OF 107.06 FEET; THENCE RUN N. 10050'45" E. FOR A DISTANCE OF 30.31 FEET; THENCE RUN N. 36°43'02" E. FOR A DISTANCE OF 43.45 FEET; THENCE RUN N. 09017'53" E. FOR A DISTANCE OF 70.59 FEET; THENCE RUN N. 12°36'54" W. FOR A DISTANCE OF 49.32 FEET; THENCE RUN N. 08°50'13" E. FOR A DISTANCE OF 102.85 FEET; THENCE RUN N. 09019'58" W. FOR A DISTANCE OF 46.18 FEET; THENCE RUN N. 11°05'41" W. FOR A DISTANCE OF 36.82 FEET; THENCE RUN N. 15°40'26" W. FOR A DISTANCE OF 105.56 FEET; THENCE RUN N. 18°09'48" W. FOR A DISTANCE OF 71.32 FEET; THENCE RUN N. 35*43'15" W. FOR A DISTANCE OF 24.96 FEET; THENCE RUN N. 07035'55" W. FOR A DISTANCE OF 28.75 FEET; THENCE RUN N. 07°05'33" E. FOR A DISTANCE OF 74.36 FEET; THENCE RUN N. 4005513" W. FOR A DISTANCE OF 82.75 FEET; THENCE RUN N. 57038'50" W. FOR A DISTANCE OF 55.53 FEET; THENCE RUN S. 89°41'19" W. FOR A DISTANCE OF 53.30 FEET, THENCE RUN S. 45°03'58" W. FOR A DISTANCE OF 55.02 FEET; THENCE RUN S. 20"07'47" E. FOR A DISTANCE OF 118.60 FEET; THENCE RUN N. 47159'20" W. FOR A DISTANCE OF 72.81 FEET; THENCE RUN N. 72°40'19" W. FOR A DISTANCE OF 123.32 FEET; THENCE RUN S. 7605657" W. FOR A DISTANCE OF 55.61 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHERLY, HMA PROJECT #87.24W HMA DWG. #B-2017 JULY 29. 1997 SHEET 3 OF 5 WHOSE RADIUS POINT BEARS S. 03°22'30" E. A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 04049'58", SUBTENDED BY A CHORD OF 21.08 FEET AT A BEARING OF S. 84°12'31" W., FOR A DISTANCE OF 21.09 FEET TO THE END OF SAID CURVE; THENCE RUN N. 00000'00" E. FOR A DISTANCE OF 7.39 FEET; THENCE RUN N. 49°06'32" E. FOR A DISTANCE OF 17.56 FEET; THENCE RUN N. 01'48'21" W. FOR A DISTANCE OF 23.84 FEET; THENCE RUN N. 17°06'27" E. FOR A DISTANCE OF 34.91 FEET; THENCE RUN N. 11*13'42" W. FOR A DISTANCE OF 74,61 FEET; THENCE RUN N. 01 *13'07" W. FOR A DISTANCE OF 35.34 FEET; THENCE RUN N. 38'17'22" W. FOR A DISTANCE OF 15.36 FEET; THENCE RUN N. 04°58'52" W. FOR A DISTANCE OF 34.62 FEET; THENCE RUN N. 45024'41" W. FOR A DISTANCE OF 23.56 FEET; THENCE RUN N. 86°53'59" W. FOR A DISTANCE OF 15.55 FEET; THENCE RUN N. 36'30'30" W. FOR A DISTANCE OF 12.21 FEET; THENCE RUN N. 09'10,57" W. FOR A DISTANCE OF 59.64 FEET; THENCE RUN N. 57°35'21" E. FOR A DISTANCE OF 19.88 FEET; THENCE RUN N. 15*00'10' E...,FOR-A-0 STA' NCE OF 8.71 FEET; THENCE RUN N. 50039'47" E. FOR A DISTANCE F1TCE RUN N. 14°50'04" W. FOR A DISTANCE OF 57.72 FEET,' G RUN i 82° .3 & W. FOR A DISTANCE OF 34.61 FEET; THENCE RUN N. 14°41. "1JV. FOR A DISTA ' E 75.76 FEET; THENCE RUN N. 57'20'20" E. FOR A DI�STAN E OF 34.81 FEET; THE E F IN N. 18'51'31" E. FOR A DISTANCE OF 30.22 F EET'THENE-RUN..N 0045'22" FOR A DISTANCE OF 26.91 FEET; THENCE RUNS. 5920 51` 1 FO,R A DIS ff NCE O 200 FEET; THENCE RUN N. 17059'46" E. FOR A=bIST E Cl.� 2UI ,N. 71 °25'06" E. N , 1 1�"�. FOR A DISTANCE OF FOR A DISTANCE OF 82.7'� FEE`T;,��TH "�1C� U�I , 93.20 FEET; THENCE RUN'N 58 2 i08� OR I T N F 43.50 FEET; THENCE RUN N. 23'46'36" E. FOR All), 1S �� THE R if�1 N. 01 36 55" W. FOR A DISTANCE OF 55 69 EJT; THENCE RUN N °21 10 E. �A DISTANCE OF 34.66 FEET; THENCE RUN I9'49" E. FOR A DIST'�Ce' OF' FEET; THENCE RUN S. 84013'50" E. FOR A DfF&E OF 105.99 FEE" HENFiJN N. 47 37'04 E. FOR A DISTANCE OF 62.39 FE t; ]HENCE RUN N. 02 FOR A DISTANCE OF 76.31 FEET; THENCE RUN N. 290" W.,FOR A DISTAL? 76.34 FEET; THENCE RUN S. 66049'19" W. FOR A DISTANCE G 51 ENCE RUN S. 49°26'09" W. FOR A DISTANCE OF 89.68 FEET; THEiVCJf°11'35" W. FOR A DISTANCE OF 123.00 FEET; THENCE RUN S. 70'50'12" W. FOR A DISTANCE OF 88.83 FEET; THENCE RUN N. 76'51'43" W. FOR A DISTANCE OF 35.76 FEET; THENCE RUN N. 25053'23" E. FOR A DISTANCE OF 39.58 FEET; THENCE RUN N. 53°16'01" E. FOR A DISTANCE OF 119.07 FEET, THENCE RUN N. 29°42'34" E. FOR A DISTANCE OF 61.66 FEET; THENCE RUN N. 72043'38" E. FOR A DISTANCE OF 37.77 FEET; THENCE RUN S. 57°33'19" E. FOR A DISTANCE OF 24.04 FEET; THENCE RUN N. 73*19'03" E. FOR A DISTANCE OF 33.21 FEET; THENCE RUN N. 05021'20" E. FOR A DISTANCE OF 45.62 FEET; THENCE RUN N. 39029'09" E. FOR A DISTANCE OF 144.95 FEET; THENCE RUN N. 65°07'13" E. FOR A DISTANCE OF 19.33 FEET; THENCE RUN S. 82911'42" E. FOR A DISTANCE OF 24.78 FEET; THENCE RUN N. 32°29'57" E. FOR A DISTANCE OF 40.56 FEET; THENCE RUN N. 21006'25" W. FOR A DISTANCE OF 48.69 FEET; THENCE RUN N. 86°47'47" W. FOR A DISTANCE OF 55.19 FEET; THENCE RUN S. 46'07'35" W. FOR A DISTANCE OF 142.81 FEET; THENCE RUN S. 17931'24" E. FOR A DISTANCE OF 34.11 FEET; THENCE RUN S. 50'20'40" W. FOR A DISTANCE OF 94,02 FEET; THENCE RUN S. 00000'00" W. FOR A DISTANCE OF 29.16 FEET; THENCE RUN S. 44°19'30" W. FOR A DISTANCE OF 29.39 FEET; THENCE RUN N. 85°18'26" W. FOR A DISTANCE OF 37.70 FEET; THENCE RUN S. 35053'12" W. FOR A DISTANCE OF 41.87 FEET; THENCE RUN S. 37036'01" E. FOR A DISTANCE OF 30.79 FEET; THENCE RUN S. 48°43'52" W. FOR A DISTANCE OF 53.99 FEET; THENCE RUN S. 55°42'23" W. FOR A DISTANCE OF 72.16 FEET; THENCE O w w 0 N HMA PROJECT #87.24W HMA DWG. #B•2017 JULY 29. 1997 SHEET 4 OF 5 RUN N. 38°09'31" W. FOR A DISTANCE OF 68.11 FEET; THENCE RUN N. 88'30'07" W. FOR A DISTANCE OF 53.62 FEET; THENCE RUN S. 48'10'43" W. FOR A DISTANCE OF 100.49 FEET; THENCE RUN N. 52`21'18" W. FOR A DISTANCE OF 37.64 FEET; THENCE RUN N. 12051'53" W. FOR A DISTANCE OF 165.37 FEET; THENCE RUN N. 00'34'56" W. FOR A DISTANCE OF 123.37 FEET; THENCE RUN N. 13*32'12" E. FOR A DISTANCE OF 81,33 FEET; THENCE RUN N. 00'43'35" W. FOR A DISTANCE OF 167.26 FEET; THENCE RUN N. 3901219" E. FOR A DISTANCE OF 18.01 FEET; THENCE RUN N. 82049'39" E. FOR A DISTANCE OF 49.33 FEET; THENCE RUN S. 02°35'20" E. FOR A DISTANCE OF 12.41 FEET; THENCE RUN S. 63°09'57" E. FOR A DISTANCE OF 21.47 FEET; THENCE RUN S. 49024'24" E. FOR A DISTANCE OF 20.97 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N. 65'42'47" E. A FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF DISTANCE OF 210.00 SAID CURVE TO THE LEFT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 196°09'43", SUBTENDED BY A CHORD OF 415.63 FEET AT A BEARING OF N. 57'37'55" E., FOR A DISTANCE OF 718 9F .M.T THE END OF SAID CURVE; I Q �' FEET TO THE BEGINNING OF THENCE RUN N. 00'04'53" W. FORAT , .1r, C NCAVE SOUTHER TL V; THENCE RUN NORTHERLY, A TANGENTIAL CIRCULAR CURYG,. , r.. ALONG THE ARC OF SAID CURVE- TO THE RIGHT, HAVIN "IRA US OF 90.00 FEET, THROUGH A CENTRAL ANGLE OF,,T39200'49-";,SUBTENDED B CHORD OF 127.28 FEET AT A BEARING OF N. 44°55 07" E. FOR A^ 1STANCE"141 37 FE T TO THE END OF RUIN °55 RQJ$TA,NCE O 16 .94 FEET; THENCE SAID CURVE; THENCE w. �� RUNN. 79°5T29" E. RUN N. 11'20'43" W. FOR AID IST�At��184 E �17 FOR A DISTANCE OF 27 72 FE T; HEt C k)U 1'"' FOR A DISTANCE OF 13.15 FEET; THENCE RUN 41-4 � 3 6, i� .t Di "TANC C F t i� ,'IFEET; THENCE RUN S. 54'2T'24" E. FORA 0 TANCL OF 14.b9 FEE"IT- THE R 5. 01 30'48 E. FOR A DISTANCE OF 33.54 FEET- THENCE RUN N 89 &5 07� E.g ��IA DISTANCE OF 166.00 FEET; THENCE RUN PP, �64'53" W. FOR A DItTiVCE*OE"''�ii16.24 FEET; THENCE E. FOR A DISj f�I 4 OF 30.00 FEET, 'NE C ' �9N S. 00'04'53" E. CD . . RUN S. 90000'00" FOR A DISTANCE OF 106.20 FE hi NCE RUN N. 87716*`��"'FOR A DISTANCE OF FEET; THENCE .p 94.81 FEET; THENCE RUN N. 89E0'ro' E�©1STA�pF 50.78 1#6 Y� E1�10E RUN S. 89°06'27" E, RUN S. 43042'13" E. FOR A DISTANCE`OE`.'.,;' r FOR A DISTANCE OF 33.56 FEET; THENCE RUN s 47'10'06" E. FOR A DISTANCE OF 15.12 FEET; THENCE RUN S. 59'07'04" E. FOR A DISTANCE OF 17.19 FEET; THENCE RUN S. 67'20'30" E. FOR A DISTANCE OF 21.18 FEET; THENCE RUN S. 74°00'26" E. FOR A DISTANCE OF 22.29 FEET; THENCE RUN S. 07027'43" E. FOR A DISTANCE OF �w 26.59 FEET; THENCE RUN S. 34*31'16" E. FOR A DISTANCE OF 25.08 FEET; THENCE RUN S. 16022'05" E. FOR A DISTANCE OF 17.91 FEET; THENCE RUN S. 33*45'10" E. p w FOR A DISTANCE OF 24.58 FEET; THENCE RUN S. 21'29'25" E. FOR A DISTANCE OF 20.82 FEET; THENCE RUN S. 38°29'46" E. FOR A DISTANCE OF 49.33 FEET; THENCE RUN S. 55'38'49" E. FOR A DISTANCE OF 14.88 FEET; THENCE RUN S. 22022'21" E. FOR A DISTANCE OF 16.78 FEET; THENCE RUN S. 33'25'32" E. FOR A DISTANCE OF 16.21 FEET; THENCE RUN N. 87009'44" E. FOR A DISTANCE OF 21.85 FEET; THENCE RUN S. 34014'48" E. FOR A DISTANCE OF 40.24 FEET; THENCE RUN S. 58'10"3" E. FOR A DISTANCE OF 15.11 FEET; THENCE RUN S. 53"13'45" E. FOR A DISTANCE OF 51.74 FEET; THENCE RUN S. 61'26'35" E. FOR A DISTANCE OF 46.90 FEET; THENCE RUN S. 70*51'11" E. FOR A DISTANCE OF 31.84 FEET; THENCE RUN N. 85014'09" E. FOR A DISTANCE OF 30.68 FEET; THENCE RUN S. 50°36'23" W. FOR A DISTANCE OF 13.41 FEET, THENCE RUN S. 56'46'27" E. FOR A DISTANCE OF 34.96 FEET; THENCE RUN S. 87'44'01" E. FOR A DISTANCE OF 22.67 FEET; THENCE RUN S. 81°08'34" E. FOR A DISTANCE OF 12.92 FEET; THENCE RUN S. 53023'47" E. FOR A DISTANCE OF 11.56 FEET; THENCE RUN S. 71°35'41" E. FOR A DISTANCE OF 39.94 FEET; THENCE HMA PROJECT #87.24W HMA DWG. #13-2017 JULY 29. 1997 SHEET 5 OF 5 RUN S. 84926'43" E. FOR A DISTANCE OF 45.87 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY. WHOSE RADIUS POINT BEARS S. 34-43-12. W. A DISTANCE OF 1310.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1310.00 FEET, THROUGH A CENTRAL ANGLE OF 24048'20", SUBTENDED BY A CHORD OF 562.73 FEET AT A BEARING OF S. 42'52'38" E., FOR A DISTANCE OF 567.15 FEET TO THE END OF SAID CURVE; THENCE RUN S. 01059'01" E FOR A DISTANCE OF 44.04 FEET; THENCE RUN S. 11'37'38" E. FOR A DISTANCE OF 17.27 FEET; THENCE RUN S. 15°09'39" E. FOR A DISTANCE OF 25.99 FEET; THENCE RUN S. 11937'37" E. FOR A DISTANCE OF 38.67 FEET; THENCE RUN S. 13'00'10" W. FOR A DISTANCE OF 44.19 FEET; THENCE RUN N. 48054'17" W. FOR A DISTANCE OF 8.39 FEET; THENCE RUN S. 07°55'42" E. FOR A DISTANCE OF 177.07 FEET; THENCE RUN S. 11018'26" W. FOR A DISTANCE OF 252.28 FEET; THENCE RUN S. 07°39'51" E. FOR A DISTANCE OF 133.35 FEET; THENCE RUN S. 45040'00" E. FOR A DISTANCE_ OF 80.20 FEET; THENCE RUN S. 26'58'13" E. FOR A DISTANCE OF 34.95 FEET; THENCE R "N, M053'45" E. FOR A DISTANCE OF OF 24.52 FEET; THENCE 20.26 FEET; THENCE RUN S. 70*57'37" 11 ",AN RUN N. 75°24'21" E. RUN N. 62035'17'E. FOR A DISTAN"� RUN S 89°3�,T FOR A DISTANCE OF tH FOR A DISTANCE OF 63.91 FEET 54.56 FEET; THENCE RUN S. l3°4�"'*r —f-QR A DISTANCE F 2 83 FEET; THENCE RUN S. 67033'38" E. FOR A ST1C`5,0f 74 7FEET;HENC . RU S. 47°30'11" E. FOR A DISTANCE OF 42 07.,,,"FEET uTHENC'�.RUIq S 163.°45 53 OE 0� FEET; THENCA DISTANCE E 28.35 FEET; THENCE RUN �. 4�°2�`0 �• �OFt ��i � RUN S. 22°54'17" E. FOR A DIS AI CE C F 3 10 t; H � UN . 78929'57" E. FOR A DISTANCE OF 150 § E)*T°,T,l ? 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LI ■ w l20{ S 1 10 tip• M OQ'9•'0Y ■ 131' L137 5 owuesr it1Da.2Q LS10 r 7a'tY3Y C ISp90' r L,D%I N.., • 7&X L154 I N 6776'3C E "-&I L211 s 7872w5r • Ina' CA-T P4,ti i3R.G-.: TR<.0 p -IC, 'AP* �A �.kL :•i o '• c• Cl CI � n ( J i LJ V LEGEND NOT VALID WITHOUT SKETCH OF A LEGAL DESCRIPTION O THE SIGNATURE AND OF A CONSERVATION AREA POO POINT OF BEGINNING [ENT THE ORIGINAL RAISED P08 POINT OF BEGINNING O 9N Br HOLE MONTES & ASSOCIATES SEAL OF A FLORIDA EAST70WNSHIP HALF C48�SOUTH RANGEA26 EAST 8 JLR/DRP ENGINEERS / PLANNERS / SURVEYORS LICENSED SURVEYOR AND MAPPER. QUAIL WEST UNIT ONE. REPLAY CRECUL) IT 105M ARwm( SMI WMA "IDL 1!O[oa 3a31 SAS (941) art -QM I ;L • rl C kx-. Hawn DISCAMTIO[E DATE aEvsas 7/97 7/ fS[I`1 48 87.24W 26 QW-P10- 9-2017 16D 4=1 M M 41cl0 Cr j CC J 10 Y 52 LD TRACT GC-1 GOLF COURSE s tee N IL .. �, / •!'tea a 6 y 12 � 2 \ A 6 LEGEND V NOT VAM WMOK PM ar BECNEIIENG THE SIg1AUK AND Po THE ORWMAL RMM HOLE MONIES & ASSOCIATES SEAL OF A FLORIDII D ON= / KAHM S / SUlA110R5 MOM SURY'= law Momm 1pEQT " MAPPER. 6 twma EEAEEa mm as 11E "m LPdE L7 S%W WI L2 N 64'DT41' • L3 w 2T4T=' ML.4 S 07 W4YML7 N S S EL/ N OWWM' 11t9 N OElrt-' E LID N 2l7S3Er W 13.2r tt N 6V4 E 6r L1I S E 41 L13 S SOrW46' E 10A1 L14 S 520r31' E M17' L30 N 35VOW E 62.16' 40 N L4/ S 46WJlr IN AW L42 S 5795'22' w WIT L43 S 437rW • H.06' L44 N 007717' E 21X71' L45 N 5r54'St' LSO S M 46 L60 S 46OOW W I6-6r L70 S 37lOrn' • E4.05 LBO S 4377 5e w 16.4I' t0 5 SMrl7'N 1 022 S 51S4St IF 30.1 Al ft CuRvt RAM 1 1546 i N 24'1IMF C7 1500Ar 111&" E01.6r M 40'114i M 3PJr66' CS 300 4EALEK 43W N 203rW E =WW CM 1470Ar 21Q22' 210.04' S 309Y22' E 0llt'3T C66 "now S wwocr C111 323.00r 1067Y 10Ai w S7WS6' E 1L1JrW C122 3210C 3MA4' 2w.11 N 2114'Tf' E st4T5T CI01 2nw 3EMM' 276i7' S 3E{ww IFw2woi MOOF s C204 IWLOr 133r 15.3r N ISYrSEr • 0074'2V C2G6 1530AG 213.10 M&Or N 309r5I' • OA912Er C362 VMOr M.2r tO W S OE196rTEi E 3rAVW i S A 22 • C365 173O.Or 171.6E 17t. M 31 Ir A ocsoRnlaN A IMCi1 aF LAND LOCATED 01 A POIIION M LOT 3. ■DOE O AND LOT 92 ANO TRACT 1-11 ACCORO C 10 TIE PLAT OF WAL MT UNIT ONL t1ERAT AS RECORDED M RAT SOOK 21 AT PASS M 116K Nil 100 Or 1NE WR1C RECORDS OF COI.M OODNCf. ROMA MORO MORE IAROMAKY DESCJ 03 FVJJDM Mai AT M NO SVM Woo CE LOT A NOOK 0 ACCOROOK 10 09 PLAT 6 OML NEST ROOT MC MMAT AS WOMM 0 RAT BOOK 21 AT IAIM 04 11410R01 M Or *C MAW RMXM Or ODUAR comm RAwk TNDIfi MM 3 QOWIW t RM A 0199MM Or 4AM Wt TIWIM IRRt IL 071r]Y W FOR A OWANX OI IUJ7 RI. son am k ~me It /DN A OISTMIDt OI 1203 /R .. SO= MM L 22'47"71' t M A OWIMK,! Or 3L.W IT1ttT N DU Rw 3. 079saT IL I= A OWARCE Or2&M ►= iEO1R MM K 22S4:Y t I= A O6TMQ Or ROM I= 10 A IOIR OI A HOLM CLOW CO CA g IOYM[010LR WICK RAORA IOMT WAS 6 470r4t t A OLSTAIICE or 1010 R1 Viol"C L 901K to KDRIIEOLT MONO M AMC a SAID CLOW 10 JW IE7f NAMM A KNOW OF 190 /QL IOMOLM1 A 0711RAL MMM Cr 074.tf . AM� 01 A 0000 Or 73M PUT AT A KANMD Or IL 2A•14WW A O AMM Of 7321 PUT 10 THE 00 Or SRO 0,M. 1ND= RIM N. "Igr L RM A D10U110E O 13M MM SUM 1W01 L 004B2Y 1L MR A OWFAM Or 17M FW-. MOM PLO IL O"WW L EO A OSTANCE Or AM ROCK vexE MM R. 44=W L I= A 06TAINE or KD0 nit TN010E AM N. 44,MW L /OR A MARINE Or 31.43 MM '4Y3E L IORKA OWARM 46M V= *a= no WW4t L MIR w IM rCM %o L RIM 9 * TM' L � A � CE E. OLL1FOR 7 RM S0 ONWIMM L ft" S. 217C23r L I= A DISTANCE OF 121.37 I= VIDICK Y S. 301Er10' t TOR A DISTANCE 0I 0XIS IEET 10 *9 ACNT O► MZ CpRAOMID 1J212 ACRR NOW OR UML "A= 10 EMIMM ; R7OM000 0 N[YOO' Or N7cm @EM = Wo tti M MWI q LIRE a LOT 3 a= 06 ACCOMM 10 11E RAT Or MM Ms0 O UK on �1 N,=M wL a 00= CCU*w. nom BOOK As 034 IL ~ of" MWM 00 ASSOPAIM Na, 74Y100 1101 MN� is *75 salt Or EtALWA ETCH AND LEGAL DESCRIPTION E�aa EEL Of A OONSERVA110N AREA WEST HALF SECTION 8 TOWN9 w 48 SOU7H. RANGE 28 EAST JL R DUAL WEST UNIT ONE. REPIAT -- SAS 48 M QW—Pt/— Y-201s OR: 2405 PG: 3307 HOLE, MONTES i ASSOCIATES. INC. ENGINEERS PLANNERS SURVEYORS DESCRIPTION: OW -P12 Preserving and enhancing FWida's quality of life since I" HMA PROJECT a87.24W 04/3M7 REF DWG 11B-2019 PAGE 1 OF 4 A PARCEL OF LAND LOCATED IN QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 7, BLOCK E ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION AS RECORDED IN PLAT BOOK 22 AT PAGES 34 AND 35 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. SAID POINT SEARS S. 13'56'06' W. A DISTANCE OF 550.00 FEET THEREFROM; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 580.00 FEET, THROUGH A CENTRAL ANGLE OF 06.27*510, SUBTENDED BY A CHORD OF 65.40 FEET AT A BEARING OF S. 72'49'58' E., FOR A DISTANCE ©F aS.44 FEET TO THE END OF SAID CURVE I.� HEREIN DESCRIBED; THENCE RUN AND THE POINT OF BEGINNING OF N 35 S. '34'58' E. FOR A DISTANCE S. 4a'20'13' E. FOR A DISTANCE �.ZSEET;iH�� STHENCE RUN OF 45,85 FEET; THENCE RUN t' 1 "E. FOR A DIS t OF 15.40� FEET; S. 78 00'07" E. FOR A DISTANCE 32 60 FEET; THENCE UN . 47 38 04 E. FOR A DISTANCE OF 37.06 FEET; THENCE R N S/1 VV i9'48' E:-FO�A STAN � E O� 55.07 FEET; THENCE RUN N. 42'23'44' E. FOR A DISTANCE OF 35.4 FEET; RU N.4'14'04' W. FOR A DISTANCE OF 27.75 FEET; THENCE l UN : �1 � �� T 01 �12.55 FEET; THENCE RUN N. ZS'45'Sa' E. FOR A DIS AN E F 1I 71 E T T E S N;N. 68'45'S1" E. FOR A DISTANCE • - SCE 2 5.89 FEET; THENCE RUN OF 83.57 FEET; THENCEtUIv3 1 E FAR A [�1S QF jENCt UN '-0-50'OS" E. FOR A DISTANCE N. 57'45'110 E. FOR A DIST � , 5a � � n OF 46.06 FEET; THENCE FOR .62'04*04" E. FOR A - ISTANCE `�8.90 FEET; THENCE RUN S. 32*11'ST E. FOR A DISTANT ,F 22.90 FEET; THE 1N. 4Z�'34'26' E. FOR A DISTANCE OF 8.30 FEET; THENCE RUN N. ` , 2" W FOR A DIS j.W? .49 FEET; THENCE RUN N. 35'16'43' W. FOR A DIST E 24.47 FEET, THEMRUWN. 41.51W W. FOR A DISTANCE OF 34.65 FEET; THENCE RUN Y3 S: r E FOR A DISTAI iC OF 7.07 FEET; THENCE RUN N. 41'46'33' E. FOR A DISTANCE THE �1;.RUN N. 78'59'01' E. FOR A DISTANCE OF 26.14 FEET; THENCE RUN S. 87'230- FODtSTANCE OF 9.41 FEET; THENCE RUN N. 60'47'32' E. FOR A DISTANCE OF 21.84 FEET; THENCE RUN N. 26'10'53" E. FOR A DISTANCE OF 73.81 FEET; THENCE RUN S. 06'08'41" E. FOR A DISTANCE OF 19.04 FEET; THENCE RUN S. 04'15'OT W. FOR A DISTANCE OF 45.80 FEET, THENCE RUN S. 76'40'41' E. FOR A DISTANCE OF 14.90 FEET; THENCE RUN N. 30'07'04" E. FOR A DISTANCE OF 42.12 FEET; THENCE RUN N. 17'3820" E. FOR A DISTANCE OF 18.77 FEET; THENCE RUN N. 00.37'38' E. FOR A DISTANCE OF 306.43 FEET; THENCE RUN N. 01'2427' W. FOR A DISTANCE OF 330.38 FEET; THENCE RUN N. 25*2621' W. FOR A DISTANCE OF 27.01 FEET; THENCE RUN S. 84.11'51' W. FOR A DISTANCE OF 19.19 FEET; THENCE RUN N. 48.36'10" W. FOR A DISTANCE OF 50.35 FEET; THENCE RUN S. 57'37'W W. FOR A DISTANCE OF 65.73 FEET; THENCE RUN S. 23'3V54' W. FOR A DISTANCE OF 56.71 FEET; THENCE RUN S. 45042'53" W. FOR A DISTANCE OF 58.60 FEET; THENCE RUN S.2092224" E. FOR A DISTANCE OF 39.33 FEET, THENCE RUN S. 71.112V W. FOR A DISTANCE OF 21 A6 FEET; THENCE RUN N. 69'34'59' W. FOR A DISTANCE OF 88.17 FEET; THENCE RUN N. 89*33*13' W. FOR A DISTANCE OF 39.44 FEET; THENCE RUN N. 23*03W W. FOR A DISTANCE OF 57.34 FEET; THENCE RUN N. 06'46'47' E. FOR A DISTANCE OF 82.67 FEET; THENCE RUN N. 24*01*35" E. FOR A DISTANCE OF 121.43 FEET; THENCE RUN N. 89'14'54' E. FOR A DISTANCE OF 82.4a FEET; THENCE RUN N. 49034VSO E. FOR A DISTANCE OF 76.03 FEET; THENCE RUN N. 01.552V E. FOR A DISTANCE OF 64.93 FEET; THENCE RUN N. 25'26'00' E. FOR A DISTANCE OF 33.90 FEET; THENCE RUN N. 50.10'02" E. FOR A DISTANCE OF 78.74 FEET; THENCE RUN N. 38'18'12' E. FOR A DISTANCE OF 39.14 FEET; THENCE RUN N. 28.046' W. FOR A DISTANCE OF 34.36 FEET; THENCE RUN N. 13'12'34" W. FOR 10550 f�tt�P`�•0j�5g1g:FR A DISTANCE OF 45.84 OR: 2405 PG: 3308 HMA PROJECT 087.24W 04/30/97 REF DWG 08.2019 PAGE 2 OF 4 FEET; THENCE RUN N. 13'54'24" W. FOR A DISTANCE OF 39,81 FEET, THENCE RUN N. 32056'12" E. FOR A DISTANCE OF 44.14 FEET; THENCE RUN N. 79'16'24" E. FOR A DISTANCE OF 18.45 FEET; THENCE RUN S. 56'00'18" E. FOR A DISTANCE OF 18.68 FEET; THENCE RUN N. 05'53'24" E. FOR A DISTANCE OF 40.97 FEET; THENCE RUN N. 84'31'58" W. FOR A DISTANCE OF 52.15 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 425.00 FEET, THROUGH A CENTRAL ANGLE OF 12'35'06", SUBTENDED BY A CHORD OF 93.16 FEET AT A BEARING OF N. 78'14'25- W., FOR A DISTANCE OF 93.35 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S. 29'39'07" E. A DISTANCE OF 270.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 270.00 FEET, THROUGH A CENTRAL ANGLE OF 24026'55", SUBTENDED BY A CHORD OF 114.34 FEET AT A BEARING OF S. 48'07'25" W., FOR A DISTANCE OF 115.21 FEET TO A POINT OF COMPOUND CURVE, CONCAVE-,E,4,�ST„ERLY;THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE,,Al�A OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 38'1 V43", S 13��1 ft5 BY A CHd O 0 62.16 FEET AT A BEARING OF S. 18'48'06' W., FOR A DISTANC°63.33 FEET TO A P REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE,RU 5O1 iAH LY, ALONG TH RC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS Of 205.0 FF,�ET, `THROUGH�A COF. AL ANGLE OF 85'00'08', SUBTENDED BY A CHORD CIF 77.00 FE!' TAT-° BEARING 400,12'18' W., FOR A DISTANCE OF 304.13 FEET TO THE ENL D O '° 0 7� I N�,35"4T W. FOR A DISTANCE OF 29.04 FEET TO A POINT OIA .IRJLRCIFV "��IOFTHERLY, WHOSE RADIUS POINT BEARS N. 02'S3'OS"11\DSTC GhF 1 00 FE TT ' HE, THENCE RUN WESTERLY, ALONG THE AAO F SA`�D c: VE 9°0 iE R # T, V)ING A RADIUS OF 180.00 FEET, THROUGH A CENTR , GLE OF 28-25-11! � TE JDE } �A CHORD OF 68.38 FEET AT A BEARING OF N. 78040'29" ,�FQR A DISTANCE OF�:29aFEE-tt THE END OF SAID CURVE; THENCE RUN S. 56'12'53" W.� C RA DISTANCE OF 6.d4�`F Eir; rHtNCE RUN S. 23'41'56' W. FOR A DISTANCE OF 44.82 FEET T INT ON A CIRCULAR E CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS �W-E.,rA..DIST C 230.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALOCURVE TO THE RIGHT, HAVING A RADIUS OF 230.00 FEET, THROUGH A CE1TtAL ANGLE OF 54'50'38", SUBTENDED BY A CHORD OF 211.85 FEET AT A BEARING OF N. 36037'55" W., FOR A DISTANCE OF 220.16 FEET TO THE END OF SAID CURVE; THENCE RUN S. 80'47'25" W. FOR A DISTANCE OF 20.00 FEET; THENCE RUN S. 08011'49* W. FOR A DISTANCE OF 80.53 FEET; THENCE RUN S. 25011'36, W. FOR A DISTANCE OF 86.29 FEET; THENCE RUN S. 38'30'51" W. FOR A DISTANCE OF 51.62 FEET; THENCE RUN S. 04.12'33" E. FOR A DISTANCE OF 98.96 FEET; THENCE RUN S. 30.40'47' W. FOR A DISTANCE OF 42.7 FEET; THENCE RUN S. 8103919" W. FOR A DISTANCE OF 36.71 FEET; THENCE RUN N. 53041'55" W. FOR A DISTANCE OF 29.84 FEET; THENCE RUN N. 11041'41" W. FOR A DISTANCE OF 23.48 FEET; THENCE RUN N. 07'05'25" E. FOR A DISTANCE OF 119.58 FEET; THENCE RUN N. 35'51'34' E. FOR A DISTANCE OF 65.55 FEET; THENCE RUN N. 55019'08" E. FOR A DISTANCE OF 21.86 FEET; THENCE RUN S. 50'35'07' E. FOR A DISTANCE OF 28.71 FEET; THENCE RUN N. 03'23'51' E. FOR A DISTANCE OF 35.68 FEET; THENCE RUN N. 23'16'15" E. FOR A DISTANCE OF 35.07 FEET; THENCE RUN N. 48'19'15" W. FOR A DISTANCE OF 24.92 FEET; THENCE RUN N. 01'42'20' W. FOR A DISTANCE OF 42.08 FEET; THENCE RUN N. 39013'31" E. FOR A DISTANCE OF 20.99 FEET; THENCE RUN N. 80054'52"E. FOR A DISTANCE OF 15.98 FEET; THENCE RUN N. 18022'24' W. FOR A DISTANCE OF 23.04 FEET; THENCE RUN N. 65'44'56" W. FOR A DISTANCE OF 22.53 FEET; THENCE RUN N. 04038'35" W. FOR A DISTANCE OF 46.42 FEET; THENCE RUN N. 70'2234" E. FOR A DISTANCE OF 35.90 FEET; THENCE RUN N. 25'43'35" E. FOR A DISTANCE OF 171.91 FEET; THENCE RUN N. 00044'01" E. FOR A DISTANCE OF 40.56 FEET; THENCE RUN N. 29013'24" W. FOR A DISTANCE OF 66.18 FEET; THENCE RUN N. 90'00'00" W. FOR A DISTANCE OF 69.38 FEET; THENCE RUN S. 78'27'46" W. FOR A DISTANCE OF 43.46 FEET; THENCE RUN N. 43.32'24" W. FOR A DISTANCE OF 36,77 FEET; THENCE RUN N. 20.31'12" E. FOR A DISTANCE OF 72.74 FEET; THENCE RUN OR; 2405 PG; 3309 HMA PROJECT "7.24W 04/30/97 REF DWG #B-2019 PAGE 3 OF 4 N. 05'17'29" E. FOR A DISTANCE OF 98.73 FEET; THENCE RUN N. 15°59'26" W. FOR A DISTANCE OF 267.28 FEET; THENCE RUN N. 59-16-58" W. FOR A DISTANCE OF 20.32 FEET; THENCE RUN N. 16002WO E. FOR A DISTANCE OF 28.92 FEET; THENCE RUN N. 16"45'03" W. FOR A DISTANCE OF 45.22 FEET; THENCE RUN N. 06'07'01" W. FOR A DISTANCE OF 81.11 FEET; THENCE RUN N. 00'22'11" E. FOR A DISTANCE OF 89.62 FEET; THENCE RUN N. 08"51'42' W. FOR A DISTANCE OF 54.95 FEET; THENCE RUN N. 50*11'29" W. FOR A DISTANCE OF 34.51 FEET; THENCE RUN N. 01'47'19" E. FOR A DISTANCE OF 36.42 FEET; THENCE RUN N. 83*03'14" W. FOR A DISTANCE OF 53.18 FEET; THENCE RUN S. 87'04'56" W. FOR A DISTANCE OF 36.39 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N. 70'24'48" E. A DISTANCE OF 60.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 06-2Z16', SUBTENDED BY A CHORD OF 5.56 FEET AT A BEARING OF S. 22'46'23" E., FOR A DISTANCE OF 5.56 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 525.00 FEET, THROUGH A CENTRAL ANGLE -OF_ 33"01'08", SUBTENDED BY A CHORD OF 298.38 FEET AT A BEARING OF $k'09` " DISTANCE OF 302.55 FEET TO THE END OF SAID CURVE; THENCE RU,, 6'04Qi `STANCE OF 8.51 FEET; THENCE RUN S. 62'14'46" W. FOR A DIS A-l� OF 54.82 FEET; T 'N RUN S. 45'51'25' W. FOR A DISTANCE OF 32.17 FEET TQ'AOINT ON A CIRCULAR CUAVtCONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N. 7011'4`9'�;W`" 1ST.ANCE 455: FE T THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARGOF ISA10-CURVE T61HE RIGHT, HAVING A RADIUS OF 455.00 FEET, THROUGH A CENT AL � Qfl 7i*j- BY A CHORD OF 58.85 FEET AT A BEARING OF S. 17'30'4Q" W,� FOR* DI0 ANC 8 k T T( THE END OF SAID CURVE; ■ 1THENCE RUN S. 57'05'20" W. THENCE RUN S. 74 23 41 1 W. FOR A OIS 'ANC 5.7 F T r FOR A DISTANCE OF 67.�3 F1 T TT fiE�RLI 9XVF- 4*2 i7 , 111 F0 A DISTANCE OF 103.04 FEET TO A POINT ON A CIRCULAR CURVE CONNOF2THW",TERLY, WHOSE RADIUS POINT BEARS N. 41"21'51'W,►DISTANCE OF 325 6"'TEEt, THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG °� H 'ARC OF SAID CURVET".O TH HT, HAVING A RADIUS OF 325.00 FEET, THROUGH A CTANGLE OF 18027'34 St�BTENDED BY A CHORD OF 104.26 FEET AT A BEARING OF S. 57° FOR A DISTANCE 'OF"'I04.71 FEET TO THE END OF SAID CURVE; THENCE RUN S. 67'05'43"�11 Qil F 48.48 FEET; THENCE RUN S. 22'54'18' E. FOR A DISTANCE OF i5 S.FE CE RUN S. 12"33'10" E. FOR A DISTANCE A DISTANCE OF 75.97 FEET; THENCE RUN OF 145.83 FEET; THENCE RUN S. 67"14'03' W. FOR S. 00'43'41' E. FOR A DISTANCE OF 42.09 FEET; THENCE RUN S. 11 °20'50" E. FOR A DISTANCE OF 35.02 FEET; THENCE RUN S. 09'41'48" W. FOR A DISTANCE OF 40.32 FEET; THENCE RUN S. 05049'17' E. FOR A DISTANCE OF 70.88 FEET; THENCE RUN S. 16°15'18" E. FOR A DISTANCE OF 119.50 FEET; THENCE RUN S. 47'43'49" E. FOR A DISTANCE OF 56.78 FEET; THENCE RUN S. 22'562r E. FOR A DISTANCE OF 22.43 FEET; THENCE RUN N. 87'59'39" E. FOR A DISTANCE OF 29.70 FEET; THENCE RUN N. 22*56'19" E. FOR A DISTANCE OF 20.75 FEET; THENCE RUN N. 82'00'4T E. FOR A DISTANCE OF 67.66 FEET; THENCE RUN N. 22"10'44" E. FOR A DISTANCE OF 26.27 FEET; THENCE RUN S. 85'05'44' E. FOR A DISTANCE OF 64.53 FEET; THENCE RUN S. 23048'29" E. FOR A DISTANCE OF 8.33 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S. 00'16'41" W. A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 105'43'45', SUBTENDED BY A CHORD OF 358.74 FEET AT A BEARING OF S. 36'5127' E., FOR A DISTANCE OF 415.20 FEET TO THE END OF SAID CURVE; THENCE RUN S. 33"15'14" W. FOR A DISTANCE OF 82.19 FEET; THENCE RUN N. 88°12'06" W. FOR A DISTANCE OF 6.73 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N. 51'33'25' W. A DISTANCE OF 210.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 77'57'57", SUBTENDED BY A CHORD OF 264.22 FEET AT A BEARING OF S. 77'25'34' W., FOR A DISTANCE OF 285.76 FEET TO THE END OF SAID CURVE; THENCE RUN S. 87.33'30" W. FOR A OR; 2405 PG; 3310 HMA PROJECT 087.24W 04/30/97 REF DWG *B-2019 PAGE 4 OF 4 DISTANCE OF 98.60 FEET; THENCE RUN S. 21 °08'16" W. FOR A DISTANCE OF 81.52 FEET; THENCE RUN N. 81'21'09' E. FOR A DISTANCE OF 37.16 FEET; THENCE RUN N. 81.08'46" E. FOR A DISTANCE OF 11.20 FEET; THENCE RUN S. 83*10'33" E. FOR A DISTANCE OF 32.75 FEET; THENCE RUN S. 56'44'37' E. FOR A DISTANCE OF 42.39 FEET; THENCE RUN S. 47.2241' E. FOR A DISTANCE OF 43.62 FEET; THENCE RUN S. 09*13'30" W. FOR A DISTANCE OF 73.51 FEET; THENCE RUN S. 16°34'16" E. FOR A DISTANCE OF 123.43 FEET; THENCE RUN S. 42.1 T4T E. FOR A DISTANCE OF 73.15 FEET; THENCE RUN S. 06.25150 E. FOR A DISTANCE OF 36.37 FEET; THENCE RUN S. 62.46'17* W. FOR A DISTANCE OF 54.67 FEET; THENCE RUN N. 79047*26" W. FOR A DISTANCE OF 34.16 FEET; THENCE RUN S. 63.13*290 W. FOR A DISTANCE OF 16.95 FEET; THENCE RUN S. 06.59'22' W. FOR A DISTANCE OF 38.72 FEET; THENCE RUN S. 10'26'56' E. FOR A DISTANCE OF 110.21 FEET, THENCE RUN N. 8904113' E. FOR A DISTANCE OF 24.34 FEET; THENCE RUN S. 57013'48" E. FOR A DISTANCE OF 38.80 FEET; THENCE RUN S. 22'56'03' E. FOR A DISTANCE OF 23.87 FEET; THENCE RUN S. 22.12'49' W. FOR A DISTANCE OF 27.76 FEET; THENCE RUN S. 41.4747' E. FOR A DISTANCE OF 57.79 FEET; THENCE RUN S. 52'37'51' W. FOR A DISTANCE OF 33 7 F , aFEriN,CE RUN S. 10.48'53' W. FOR A DISTANCE OF 45.39 FEET; THENCE RUNS 37�' 4T0ISTCE OF 95.66 FEET; THENCE RUN S. 50012'22' E. FOR A DISTANCE F�° 9,11 FEET; THENC a NS. 53°21'09' E. FOR A DISTANCE OF 93.81 FEET; THENCE RUNeA 6%N6'21' E. FOR A DIST%14--E F 115.47 FEET; THENCE RUN S. 7T12'36" E. FOR A DISTANCE 37 T6.-.FLEET; THENC5.,38'37'57E. FOR A DISTANCE OF 30.62 FEET; THENCE RI N S'21 29'�'W: F'ORaAINSOF,19.58 FEET; THENCE RUN N. 60'47'38" E. FOR A DISTANCE OFn38 4 FEET• THENCE RU". 7 02343" E. FOR A DISTANCE OF 29.89 FEET; THENCE RUN � 8�6"4 '0�" �� D , A 4�'bF �3.17 FEET; THENCE RUN S. 57.23'05' E. FOR A DISfANC CIF 6I.3Q FEET T n H T F BEGINNING.CONTAINING 42.4054 ACRES, MORE OIL L°Ekk.. '�,,.,... h ,µ, ` "'it"", SUBJECT TO EASEMENTS; NERVATIONS OR RESTRICTION�rOI� RECORD. BEARINGS SHOWN HEREON' F TO THE EAST LINE: OF 'WEST HALF OF SECTION 8, TOWNSHIP 48 SOUTH, RANG'T, COLLIER COUITRIDA. THE SAME BEING THE EAST LINE OF QUAIL WEST UN4 C�NE A a P L AT-,,,ACCtSf�C��'i "TO THE PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGE �TIJRQ1� .i06 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING 00'24''39-w. HOLE, MONTES 3 ASSOCIATES, INC. CERTIFICATE OF AUTHORIZATION LB#1772 BY R,� P.L.S.4175 ' ii:eV SliPHEN A. SEIDLER STATE OF FLORIDA T I 'PACT F-2 GOLF COl1N5E / 5 12 I i W. a- 4 ' ?RACY G-!z IF 4' 4 2s' 51 >� i i TRAC'-'2 / C, R -RACY F-2 1 50 L/ 64 A P 48 49 I 47 y 45 46 TRACT P-12 11 44 Wo 1 '�- CA.RTPATH / BRIDGE S 43 TRACT P-12 5 • "` Y.CT w-17 xas ommmE 42 I rb y, RACT GC-1, TRACT P-12 COURSE 2 P 3 4 1- - 8L 0� 5 6 �* K E, = 7 L2 s 3674'sr E 4I.63' L3 S OSV'rll' E 1&4w L• s 7snrs6' C 32.6w 7 u 4s L7 N 427Y4•' E 363•' u N 1410or w 27.?T Ls N 031YOr w "3-W N111.71, r 1us N Olvw3r E SILO' N sr wt1' E WW 4L,v N S JWW £ 460r r 427YIr E 93Cr N 3rMW w 11.4r 3WW4r w 24,4r N « w josw Lz2 N 41'W31' E sO' L2.3 N 7s'7s'OI' E 20.IC L24 S r 1. Lye s a ."w N owsr E l t� r Ol z 2 w N 277'.'i'i z;3 5rL r OI L]0 Ln Im s spar �1rr ��„ i67�' _ L u s 766r L39 Sr17 . s N 0734s6' .. 1 Sal'r, L43 N 9w73'4 f w Lt4 t" 1 t. L47 \L4. YN 'u",JE 'OjA„ 6L4s` '..� °PAN N 41. 3S'30' 3L • SCi�,. N 1 7 1 • w N 4 • N K L79 s www E KOr L60 N offir2r [ 4awr Ull N «71x w DIY N w O W f 2T«x w 46AZ Lss s w7+1rw w 2a06' IO f O1I'4r w easy /' w I6S 7 6.1Y3r E;;-t 47 L77 s 361Ir4r w Li6 s a'3rlbr w N1IL U w L79 N O/Orw ELs9 N 3791'70' E191 N $5 t9 W [ 1.6E N W N znnr E 3SOY LAS N wwlr IN 24.97 In ll 01n IF 4Z.0r N 0 167nr w IF 23.0•' -s, L91 N EM7r34' w N.4t' N 7w ' w [ `it,= r .o.91, - 46.19 is w sax syw 4r v I= N Z %'3;s -;- LNG N 0617Y ' k 06.7Y L101 N I -w� 257.zr L LNM N 10v653T' w1 46.2X U09 N li' Lia N Oa67 LIM M 1 UOwto N 1'/'E . 30.4Y u10II S30Yt4t w sf.tr Litt S7W'9S" w 3a3r n 1, t' P4 w 9 LEGEND POC POUT OF COIIENCNENT POO POINT OF BEGINNING UI • t r s Ulf S 77Q620 w 612Y ►117 s 74W4r w 103.0•' UtS S 67W43' w 4aw tr i 7 L121 s srl0w' w m r U. s afar«' [ a.9r LIM s 11'2rf1r E 36.OY 1 «'4r w U! OVWW S 161Str [ ltw.'3w U27 s 4r4s4r E 0 ?r U39 s axis[ a.•Y L129 N .7r LISI N WWAr [ 67.Sr U32 N zmor4S' [ 202r U33 s onr4•' [ 04.7Y U311 N W17W w S.ls, U37 S SM31r w Ss.00' U 3s s 211 w w 01.27 L138 I X 2121W 1 71 L140 M • 11. Lw S 6T1r31' E 32.15 L/42 S N'M'Sr [ •i3w u43 S 477Y«' E 43-4Z 1N S MIY31r r 7151, U40 f 4T1r4r [ 7116' L147 S =-"If [ 31.3r u4s s sr4.1r w S4.4r 1.140 r W4r2r r Lim OS'9r22' w 31L7Y LII2 s 1670'O' E I/a21' I" UM s ZM74V r 27.7s' LIM S 41'4Y47' E 57.7r LI57 s W3rW' w 337r e w LOW S JrZ4JW L1S0 S NM27r [ M.It' Lm s 7T v r [ s3s1' U62 S 637r31' E 113-4r L Los s 212rir ■;Z-9sw Uss r 60:r3r E LN7 N 727T4r [U79 s 4r2r1T EN N GRAPHIC SCALE 300 O 160 300 s00 ( IN rEcr ) Cy" LEWCTW CHORD DELA C1 QUO 9133 93,16 N 761 a 2S w 12'3S O6 C2 270.06' 115.21' 114,34' s 46Vr2S' w Z47rsS' C3 9S.Ow 613Y 62.16' S 16'46'O6' w 3611'43' C4 5O.00' S 36' S.W S 2r46'20r E 061"16' CS SHOO' 302.5& 29831r S Ow'26'54' E 33V1'W 06 455.00' 49.6r 49.64' S 161TW w 061314' C7 32S.00' 104.71' 104.2r S 57s1'96' w 162r34' CS 122&W. 41 74' 1' 105*4S4V C9 210 265.76 264.22 S 77ZS 34 w CIO 56O.O0' 6&44' 6&4W S 7r49'51r E O67r51' Ctt 206.00' 304.13' 277.00' S 4012'16' w 65`00'O6` C12 16aO0' 69.29' 1/.3r N 78'40'29' w 26.25'17' C13 230.00' 220.16' 211-ST N 36'3r53' w 547036' C160 430.00' 221.16 210.73' N 23VVW E 29i616' C326 560.00' 225,6•' 224.42' N 4170'31r w 2r1936' C341 17642' 17&94' N 31' E /6W 12' 46 1 1' Nprom- 7 44 N M / w "NOT A SURVEr'[ TRAC7 «-12 NOT V" WITHOUT SKETCH OF A LEGAL DESCRIPTI "°" `°°" THE SMATURE AND OF A CONSERVATION AREA 0o THE ORIGINAL RAISED HOLE MANTES do ASSOCIATES SEAL OF A FLORIDA WEST HALF OF SECTION 8 ENUNEEAS / PLANNERS / SURVEYORS LICENSED SURVEYOR TOMMSHIP y48 SOUTH, RANGE 26 EAST Au MAPPER.W Ml wM i u, . V41L REPLAT 103I0 AlAIA917 S1QT SWIA W111191, MW 30UI ("I) 162-O7[s I COLLO1 001NLTr ou 6LMM N6 OESt>l90N 061E 6EWONS GIUI�I >E 4/97 8 >1011 Tww 8724W a L S.. se SAS Y ow-P12- ! 6-2019 N SZ" w 200 w 00 ' 3 ¢ L.s ai o! Q 3� z r "p a� / e -51 C 705�9'- 336 A 00 f �� M1 TRACT GC-17 GOLF COURSE CURVE v RADIUS LENGTH CHORD MIND a +s7000 21035 2,olt' N 61-32.55' W O6'tr49' 12 95,00' 122.36" 114 09' N IO'34'46' W 73'46'29" C3 985.00' 53 30' 53.29' N 16*46.26' E 03M6'01" --4 t03o 0o 66 1 66. NOB 29 26 03'42 to C5 1370.00' 45.6,' 45.61' S 6nt96' E 0T54'ST Cl7t 157000' 192t9' 192,31' N 69'4r34' W 0 '30' C112 1570 00 19t 49 194.36 N OT4 54111 07'O5 51 Cl 73 1570 00' M 30' B3 29' N 5r39'46" W 03'02'24' C174 25.W 37.66' 34.20' S 1?•S9'13" i 66'16"4 C,7S WO, 12016 N 26V1oS 06'1e07 ct76 MID00' 22065' 220.00 N 1415'05" E 1511Y54" C332 IS70. 167,97' 167.87' M 69'4.73a' W C333 t370.00 169,71 169.60 IN 62'4354 W OTOS'31 C334 1570.00' 26.17' 26.17• N 56 SS7r w 01-10,41' C335 00' 7.1 ' N 23 W 4 ' C336 50.00 6.1a o.16 N 15,1506 E OrO453 C337 103000' 16.SS' 16.14' N 12'42'5t' E t N f CS Gaff J \ *3J? ,ol- r J Z12 k. !% 'F R A VE. N GRAPHIC SCALE ( IN F[iT ) DESCP PT1ON j ANCE A PARCEL OF LAND BEING ALL OF TRACT P-17 AND A PORTION OF LOT 41 AND LOT 1, 52 6O BLOCK E. ACCOPOING TO THE PLAT OF QUAIL WEST UNIT ONE. REPLAT AS RECORDED 1 16 iT• 1 IN PLAT BOON 21 AT PAGES 64 rMROU01 106 OF THE PUBLIC RECORDS OF COLLIER 29 M I COUNTY. FLORIDA. BEING MORE PMTICULMLy DESCRIBED AS FOLLOWS. S6 76' 31 4 KOid AT THE NORTHEAST CORMER OF LOT 2. BLOCK E, OF QUAIL WEST UNIT ONE REPLAY AS 03 41' RECORDED IN PLAT BOON 21, AT PAGES 84 THROUGH !06 OF THE PUBLIC RECORDS OF 32 91r CLUER COUNTY. FLORIDA SAD POMT BEING A POINT ON A CJ KULAR CURVE CONCAVE MOTHEASTERLY. NNoSE RAOAUS POINT BENS M. 23'43'1t' E A DISTANCE OF 1370.00 FEEY TIQREMW THENCE RUN NORTHWESTERLY. ALONG THE ARC OF SAID CURVC TO THE RpMT. HAVING A RADIUS OF 1370.00 FEET. THROUGH A CENTRAL ANGLE OF 06.4rw. 9UBTEmoED BY A CHORD OF 210.14 FEET AT A BEARING OF S. 61,32'S5 E.. FOR A DISTANCE: OF 210.35 FEET TO A POINT OF COMPOUND CUOVE. CCNCAK EASTERLY. THENCE RUN NORTHWESTERLY, ALONG THE ARC O< SAID CURVE TO THE RIG17. HAVING A RADIUS OF 9500 FEET. THROUGH A CENTRAL ANGLE OF 73'4B'29'. SUBTENDED BY A CH M. OF 114.09 FEET AT A BEARRG OF N. 20'34'48" w.. FOR A DISTANCE OF 122.36 FEET TO A PONT OF REVERSE CURVE, CONCAVE ERL vIESTY. THENCE RUIN "MI"My. ALONG THE MC OF SAID CURVE TO THE LEFT. HAVING A RADIUS OF "S.00 FEET. IMROUGH A CENTRAL ANGLE OF 0305'01", SUBTENDED BY A CHORD OF 53.29 FEET AT A BEAIING OF N. 14*46'26' E.. FOR A DISTANCE OF 53.30 FEET TO THE END OF SAID CURVE: THENCE M UN N. 46MWOI " E. FOR A DISTANCE OF 52.60 FEET. THENCE " N. 71'11'09' E FOR A DISTANCE OF 16.10 FEET; WHOM PUN S 63'13'41' E FOR A DISTANCE OF 29.06 FEET; T►OICE " S. 05'34'26" E. FOR A DISTANCE OF 66-76 FEET. THENCE RUN S. 2434'56" E. FOR A DISTANCE OF 31.47 FEET; THENCE RUN S.35'03'36" E. FOR A DISTANCE OF 103.41 FEET: TIHEFM RUN S t6'4r2f' E. FOR A DISTANCE OF 126.29 FEET: THENCE RUN S OT42'41' E. FOR A DISTANCE OF 32.91 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTNEASW&T, RHOIE RADIUS PONT BEARS N 00IWOO" E. A DISTANCE OF 1370.00 FEET THpKFROK TIERM RUN NORTHEASTERLY ALONG TIE ARC OF SAD CURIE To THE RIGHT. HAVING A RADIUS OF 1310.00 FEET. THROUGH A CENTRAL ANGLE OF 01.54.5r. SUBTENDED BY A CHORD OF 45.91 FEET AT A GLARING OF N. 67'14'16' W., FOR A DISTANCE OF 45.61 FEET TO THE POINT X Kgtj IG CONTAINING 0.7301 ACRES. MORE OR LESS, SUBJECT TO EASEMENTS, 11[SERVATIO4S Olt RESTRICTIONS OF RECORD. KAPP40S SHOWN HEREON REFER TO T4k EAST LINE OF LOT 2 BLOCK E OF QUAIL WEST UNIT ONE REPLA,, AS RECORDED 7H PLST BOOK 21 AT PACES 64 THROUGH 106 OF THE PUSUC RECORDS 1F U%-.V ,Oj.4TY. FLOI[7A AS BEING N. 23.43'11' E. HOLE. MON ZS AND' A$�OGATES MC. CEFIMCAIC A 0.0100WAMIN NRANM Lpj IY7! t BY. P.L.S. 4175 .....�...r A. JE" STARE OF FLORIDA LEGEND LJ V NOT VALID WHouT SKETCH AND LEGAL DESCRIPTION ,TION OAR PCx POINT OF COMNENCENENT THE SIGNATURE AND OF A CONSERVATION AREA REIR9oN5 POE! POINT OF BEGINNING Op THE ORIGINAL RAISED RN BY: OAR s/97 C 1 a PNMKG HOLE MONIES k ASSOCIATES SEAL OF A FLORIDA WEST HALF H. SECTION 8 $7 24 EW IEERS / PLANNERS / SURVEYORS LICENSED 10VYNSHIP 48 EOLITH, RANGE L EAST TMM as 1(6S9 A�IMM SRQi AND MAPPER. QUAfL WEST UNIT 1 REPEAT 26 emu >1rNr4S NLoa Wig AeOOA SAS OW-P17- 8-2020 ism) Girt-wrrs N � ,:�uwr \RACTP-20 cTRACT F-S P (1 CT Lr � N r to o C376 L3 r 10 119 TRACT P-19 TRACT P-21 y �� i CP Z LAKE 2 D E TRACT F-5 N ►. \ L8 J L7 r 6 L9CID ° ID +1 NAl- 3 M TRACT GC-4 GOLF COURSE i W �h NU1 3 7 }n C375 CIF 25 N 6q. �q?s. 2pO P aaarimic 6cAM cp. LEGEND POO POINT OF BEGINNING /1 Nv �°O 43" ' 36 oc. w / V � l � ti o- r HOLE MONTES & ASSOCIATES ENGINEERS / PLANNERS / SURVEYORS low AAENNAtNY SMUT MINIM, !Pmm FLORIDA 34135 (9M) 910-0795 CLqMR 1 A cl t81S 243.53 24338 S 3i'St E Ora is CZ 965.00' 220.2r 219.76 S 367'9"06' W 174W36' CIS Soo 726.67 70 ,94, S St -A'", w S29'Y37' C26 800.W 312.88' 310.89' S 66'45'56' w 2224'31' C27 900.00' 41.78' 409.19* S 40'44'37' w 29-006' C72 KID W'164. 1 1 1. W -Fil-liv Coo 25.DD' 37.67' 34.31' S 7r45'45' E 86 W51' C82 2025.W 671.44' 6"40' N 43'36'16' w Irw5s' C92 25.00' 37.81' 34.31' N 0833'06' E 96'36'51' C93 830.00' DOLOXI 80011 S 4926'47' w 05-31'29' c94 830.00 216.03 7t5.42 S 391340 TO 14'5145 C95 930.00' 84.68' 84.64' S 26'S0'56' w 05'50'43' C114 170.00 29303' 29127 N 4Y32'31' E 2115710' C115 770.W 233.OY 751 OW N GM56' E l8'49'4I' Im.00r zoo. 1 46 f 4' C260 1775. w18S 185 S 40'27 01 E o5 I C261 1775,W 70.66" 70.66' S 36IY22' E 02-16*51' C262 5000' 27.56' 27.22" S 19'tr22' E 31'3S'09' C263 50.00' 38.66" 37.70' S 18739"13' w 4411Y00' C264 1030.00' 162.31 X S 361115' w 09'01'56' C263 1030.00 105.08 105.03 S 2830 36 w D530 43 C375 103p 00' 22.86' 1 11112 22.86' N 2673'43' E 0116'17' `C376 177500' _33.64' 33.64' N t3S2'30' w OlTn'lo" I,WE DIRECTION DISTANCE Ll S 79-1t.,18}E 4266 .2 S 63Lp' E 99.15' 1.3 S:i1 Y} E 1933' L♦ E 14 96' L5 r '5411, E 40. 30' L6 10 26.12 LET 5 a E 9-67 ,,III "S' K10' w ills, ".' 1 6t'W54' w SW xi' ' L N 61S1 M W 16.9 �12 S 6141 ]6' E 56.25' L13 N 13'2YSW W 22 457 L92 S 4113'28- E 53.09' 67 S 1 13'29E 67 68' L84 IW24 w 57.05 L85 S 3011'33' W 56. 25' 004 S GW4528' E 5139' Lt05 S 6622'02" C 48.97 I. i ' 43.13' tt08 S E 1 53. 1 DESCRIPTION A PARCEL OF LAND BEING ALL OF TRACT P-21 AND A PORTION OF TRACT F-5 AND LOTS 24 AND 25 ACCORDING TO THE PLAT OF GUAR WEST UNIT ONE. REPLAY AS RECORDED IN PLAT BOO( 21 AT PACES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALQN AT THE NORTHIESTERLY CORNER OF TRACT P-21 ACCORDING TO THE PLAT OF OUAR WEST UNIT ONE, REPLAY AS RECORDED IN RAT BOOK 21 AT PAGES 84 THROUGH 105 OF THE PUBIC RECORDS OF COLLIER COUNTY, FLORIDA. THENCE RUN S- 79'31'16' E- ALONG THE NORTERLY LINE OF SAND TRACT P-21 FOR A DISTANCE OF 42.86 FEET; THENCE RUN S 6306'50' E. FOP. A DISTANCE OF 99.15 FEET; THENCE RUN S 93'11'23' E. FOR A DISTANCE OF 19.33 FEET; THENCE RUN S. 43'05'50' E. FOR A DISTANCE OF 14.88 FEET. THENCE RUN N. 11"3 540- E. FOR A DISTANCE OF 40.30 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S 471756 W. A DISTANCE. OF 1873.00 FEET THEREFROM; THENCE RUN SMYHEASTERLY, ALONG THE ARC OF SAID CURW TO THE RIGHT, HAVING A RADIUS OF iBAD'. THROUGH A CENTRAL ANGLE OF 0741'16'. SUBTENDED BY A CHORD OF 243.35 FEET AT A BEARING OF S. 36'51'25 E. FOR A DISTANCE OF 24353 FEET TO THE ENO OF SAID CURVE. THENCE RUN ". 86'51'10' E. FOR A DISTANCE OF 25.12 FEET. THENCE RUN S. 6818728' E. FOR A DISTANCE OF 9.67 FEET; THENCE RUN S. 0018'10' W. FOR A DISTANCE OF 11.75 FEET; THENCE RUN S. 112W52' W. FOR A DISTANCE OF 70.86 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S. 47'06'36' E- A DISTANCE OF 985,00 FEET THEREFROM, h1ENCE RUN SOUTHTESTERLY. ALONG THE ARC OF SAID CURW TO THE LEFT. HANNG A RADIUS OF 913500 FEET, THROUGH A CENTRAL ANGLE OF 12'48'36'. SUBTENDED BY A CHORD OF 219. 76 FEET AT A BEARINC OF S 3629'05' W. FOR A DISTANCE OF 220 22 FEET TO THE END OF SAID CURVE; THENCE RL;N S 61'39'54' W. FOR A DISTANCE OF 53-35 FEET; fl#NCE RUN N 8/'51'16' W FOR A DISTANCE OF 1699 FEET; THENCE RUN N. 61'41"36' W FOR A DISTANCE OF 56 25 FEET. THENCE RUN N 1323'S8' w FOR A DISTANCE OF 22.45 FEET; THENCE RUN N. 0410'05' W. FOR A DISTANCE OF 110.03 FEET, THENCE RUN N 13'34"42' W FOR A DISTANCE OF 217.84 FEET: THENCE RUN N. 21"39'08' W FOR A DISTANCE OF 156,78 FEET TO THE P91hT Of BFS'i. CONTAINING 2.3352 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD BEARINGS SHOWN HEREON REFER TO THE MOST NORTHERLY LINE OF LOT 24. ACCORDING TO THE Pt.7T OF QW:L WEST UNIT ONE. REPLAY AS RECORDED ;N PLAY BOOK 21 AT PAGES- 64 THROLICH 106 OF THE PUBLIC RECORDES OF COLLIER COUNTY. F'.ORIDA AS BEING N. 62'06'35' W. HOLE. MONTE$ AND ASSOCIATES NNE,. CERTIFICATOOF AUtHl�IZA;; NUL8 Q72- BY: L.S. 4175 STE R STATE OF FLORIDA NOT VALID WITHOUT ( SKETCH AND LEGAL DESCRIPTION - THE SIGNATURE AND OF A CONSERVATION AREA REWSIONNo. DEsurtloN DATE THE ORIGINAL RAISED aEvsals SEAL OF A FLORIDA EAST HALF SECTION 7 do WEST HALF SECTION 8 MAOI BY DATE 3/97 GT" 7/8 M0 LICENSED SURVEYOR TOWNSHIP 48 SOUTH, RANGE 26 EAST JLR o O"ISH► 48 87.24W AND MAPPER. QUAIL WEST UNIT ONE. REPLAY Y PAGE gNOE 26 ORAMIC N6 REFERENCE B- 2021 t1E muNr na19A 0W-P21- N GRAPIOC SCALE UNE DIRECTION DISTANCE Li N 00'5H 04 E 24 OX L2 L3 N 00151'04' E S 4 w 45 0-0' � 2000.I L340 S 0742'08 E J 83.65' L341 N 41 66 8' L342 S 09M17 E "I4 %1346 N 274Y29' w 12.01' ' BLOC K F �\ Cl 35 .rj E�� C27 ',� - M 6 Sty C7S4 6D93' BLOCK F ?p coy z �\ 30 g 31 O� OOr E ut N 9ITO0'7 C2 a J 720.3r CUNVE RADIUS LENGTH CHORD BEARING I DELTA CI 850.00 1" 42 196.96 N 8316 44 E 13'26 31 C2 95.00' 107.16' IOt.57 S ?1,0736' E 64374Y C3 MOD* 132 84 132.7T S 4315'47' E 08'54'06' CIS 670.00' 572. 28' 555.04' S 2415'46' E 48'56'20' C20 67DW 303.57' 300.96' S 35'45'07' E Si737' C22 670.00 266.29 1264.54 N 78'36 5! E 274619 Cl35645.00' 266 35' 25467, N 7876'51' E 22-46'19' C152 695-W 121.74 121.59' N 84:WW E I lOV2'11' C153 625.00' 1! 48' 154.17' N 7345 E 1744'06" C154 1 30.00' 44 86' I 4080 N 6975'57' W 85'40'45' C155 .00 82 337 82 26 S 302 44 E O6"44 20 C156 700.00' 182.05' 181.53 S 4116'55' E 14'54'02' C161 640D0' 61.17' 61 14 N 4559'39' IF 0528'34' C162 640.00 236 77' 235,42' N 31'39'28' w 211 F48' C318 89S.00 156.77 156-57" N 84'5W55' E 1O'02'tt' 00 51 53.19 N )815 39 03 4 20 i'l 5000' 31.t0 30.60' S 85'3731' E 337759' 50.00' 2s.3o' 25.04 S 5318.39' E 28'W47' 600.00' 155.82' 155,63' S 43'46'20' E O"VI2' 200.00' 56.55' 5654' S 4655.56, E 03-3552' LEGEND POB POIN f OF BECrNNING N 1 CL U Q F- L 539 C3t9 C32D s f`a 2 M-r `.. TRACT A P 24 A jr 3'N CJ S 84 3T T Fes,„ TRACT GC-13 GOLF COURSE'6 ` i� _.._.w...v. .� 20' B.N-E 1494 44' SOUTH LINE SECTION 8. 48 SOUTH. RANGE 26 EAST S 89'59,38- E 2645,60' TRACT x. WALL WEST UNIT ONE PB. 18 PGS. 74-53 HOLE MONTES & ASSOCIATES ENGINEERS / PLANNERS / SURVEYORS 16S50 ASEMU*-Y STREET IOATA vow" R6R6A 34135 h%Aq 047_-nm otauwa+ A PARCEL OF LAND BEING ALL OF TRACT P-24 OF QUAIL REST UNIT ONE. REPLAT AS RECORDED IN PLAT BOOR 2'. AT PARS 94 TROUGH 106. AND A PORTION OF LOTS 30. 31 AND 32 OF DUAL WEST UM I ONE. REPLAT BLOCKS E AND F FIRST AMUON AS RECORDED N PLAT BOOR 22, AT PAGES 34 AND 35 OF TIME PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, 0EGft AT THE SOUTHEASTERLY COOPER OF TRACT ►-24 OF QUAIL WEST !UNIT ONE, REPLAT AS RECORDED N PLAT BOOK 21. AT PAGES 84 THROUC#4 T06 OF THE PUBLC RECORDS OF COVER COUNTY. FLORIDA. THENCE RUN N- 7825'59' W ALONG THE SOUTHERLY LINE OF SAO TRACT P-24. FOR A DISTANCE OF 244.98 FEET; TIENCE RUN S 86'51'20' w ALONG THE SOUTHERLY LINE OF SAD TRACT P-24. FOR A DISTANCE OF 120.37 FEET. THENCE RUN N- 00'51'04' E. ALONG THE WESTERLY L04E OF SAID TRACT P-24. FOR A DISTANCE OF 24.03 FEET TO THE NORTHWEST CORNER OF SAID TRACT P-24 AND A POINT ON THE SOUTH LINE OF LOT 30• BLOCK F. OF QUAIL WEST UNIT ONE. REPLAT BLOCKS E AND F FIRST ADDITON. AS RECORDED IN PLAT BOOK 22. AT PAGES 34 AND 35 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA. THENCE CONTINIJE N. 0031'04' E. FOR A DISTANCE OF 4500 FEET; TI4EMCE RUN N. 9UWOC' E. FOR A DISTANCE OF 3417 FEET TO A POINT ON A TANGENTIAL CIRCULAR CURVE CONCAVE WMTHERLY; THENCE RUN EASTERLY. ALONG THE ARC OF SAID CURVE TO TE LEFT, HAVING A PAOIUS or S50.00 FEET. THROUGH A CENTRAL ANGLE OF 137r31', SUBTEN DIED BY A CHHM OF 196.96 FEET AT A BEARING, OF M. S-TIV 4' E.. FOR A DISTANCE Of 199.42 FEET TO A POINT OF REVERSE CURVE. CONCAVE SOUTNERLY. THENCE RUN EASTERLY. ALONG TILE ARC OF SAID CARVE TO TIE RIGHT. HAVING A RADIUS OF 95.00 FEET. THROUGH A CENTRAL ANGLE OF 647747'• SUBTENDED BY A CHORD OF 101.57 FEET AT A BEARING OF S. 7110738' E FOR A DISTANCE OF 107.16 FEET TO A POINT OF REVERSE CURVE. CONCAVE NORTHEASTERLY. THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO ME LEFT, HAVING A RADIUS OF 855.00 FEET, TROUGH A CENTRAL ANGLE OF 065406_ . SUBTENDED BY A CHORD OF 132.70 FEET AT A BEARING, OF S 4315'47' E. FOR A DISTANCE OF 132 64 FEET TO THE END OF SAID CURVE. THENCE RUN S. 4315'47' w. FOR A 01STANCE OF 20.00 FEET; THENCE RUN N- 7825'59' w FOR A DISTANCE OF 4715 FEET TO THE POINT Q AFt.M" CONTAINING 0.7655 ACRES. MORE OR LESS BEARINGS SHOWN HEREON REFER TO THE WEST LIME OF LOT 30. BLOCK F DF OVAL REST UNIT ONE . REPLAT BLOCKS E AND F FIRST ADDITION AS RECORDED IN PLA1-MIX 22 AT PARS 34 AND 35 OF THE PUBUC RECORDS OF COLLIER L3711FiTY. FLORID'.. AS BEING N. OOWOO* E SU8JE T TO EASEMENTS. RESFRVAIONS OR RESTRICTIONS OF RECORD HOLE. MDN'GS t 4550C'AtEM INC. CERTIFWAUON OF AUTMORIl9*01AS 1,772 PY S 4175 S A. SEiD- �N 'IIXX OF FLORIDA NOT VAUD WITHOUT SKETCH AND LEGAL DESCRIPTION REv�oN � THE SIGNATURE AND OF A COSERVATION AREA [HE ORIGINAL RAISED SEAL OF A FLORIDA QUAIL WEST UNIT ONE, REPLAT DRA'R BY: LICENSED SURVEYOR AS RECORDED IN P B. 21, PGS 84 - 106 JLR AND MAPPER. araww DES06PTTON DATE tEV90111 97 8 T No. 48 87.24W 26 M0. S" FUUIERC' OW-P24 1 B-2022 Ld s .--4 e+7 c+rf 6 a as7 O qwr OG C=p 10 BLOCK E o 7- h A 'pn TRACT P-25 w cop. CURVE I RADIUS LENGTH I CHORD I BEARING I DELTA C18 670.00 572.28' 555.04 S 2415 46 E 4856 20 C19 670.00 268.71' 266.91 S 1116 57 E 22'S8 43 C20 670.00 303.57' 300.98 S 3545 07 E 25'57 37 C154 30.00 44.86' 40.80 N 69'55 5 W 85'40 45 C155 700.00 82.33' 82.28 S 302 44 E 06'44 20 C162 640.00 236.77' 235.42 N 3239 28 W 2111 48 C163 640.00 48.72' 247.15 N 10'55 35 W 2215 59 LINE I DIRECTION DISTANCE L339 S 69'03 57 E 29.35' L340 S 07*42 08 E 83.65' L341 N 08 44 23 E 66.28' L342 S 09*5517 E 41.14' ' 3 Nr 6grIV.06w E 46.97' L344 m 1J 6� W 82.54' TRAC�C� ;3 f GOLF xRSE e 3 IL ai GRAPHIC SCALE 60 0 30 60 120 IN FEED ) LEGAL DESCRIPTION TRACT P-25 OF QUAIL WEST UNIT ONE, REPLAT. AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA. CONTAINING 0.6226 ACRE MORE OR LESS. SUBJECT TO EASEMENTS. RESERVATIONS. OR RESTRICTIONS OF RECORD. HOLE. MONIES & ASSOCIATES. INC. CERTIFICATE OF AUTHOMZA71ON LB #1772 * NOT A SURVEY * BY S ST TE OF FLORIDA of me 11R1w SKETCH AND LEGAL DESCRIPTION SAS GATf HOLE, MUTES dt ASSOCIATES ,,, OF A CONSERVATION EASEMENT 87.24W CHEMED BY,sm OF A RO A PORTION CO 011AR. WM UMIT Olt. RIFLAT _ 5.� 4 y7 ` ENGMIE'_RS - F�LAillitii S - SuiiSrtiiiii t1�11stie SIrw1EY0R AS RECOM M N FA 21. /CS u-106 Qwm 8-2030 MAPLES - FORT WEBS - SON TA SPRMKiS Np mom COLum C01MIY AAWA - T-] 'pO. SA 32 / BLOCK ��ev o Z� S \ ''sue ss. 9 F J1�'t9' TRACT P- 26 a ty6 S84'31'I I -E L3 1134.61' °Y C I U Q N N e,r mH v- S CORNER SW QUARTER 10 SECTION 8. T48S, R26E CURVE I RADIUS I LENGTH I TANGENT CHORD I BEARING I DELTA C21 625.00 184.15 92.75 183.48 S 57't0 23 E 16'52 53 C157 655.00 57.71 28.88 57.70 S 51'15 23 E 05'02 55 C158 655.00 149.07 74.86 148.75 S 60'18 02 E 13'02 22 LINE I DIRECTION I DISTANCE L346 N 22'47 29 W 12.01 L348 N 32T)418 E 18.30 * NOT A SURVEY * N GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) LEGAL DESCRIPTION TRACT P-26 OF QUAIL WEST UNIT ONE, REPLAT. AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY. FLORIDA, CONTAINING 0.3940 ACRE MORE OR LESS. SUBJECT TO EASEMENTS. RESERVATIONS. OR RESTRICTIONS OF RECORD. HOLE. MONTES & AS&QCi 7M WC. CERTIFICATE OF ALlIWOUATM LB #1772 BY:P.L.S. #4175 STEPHEM A SMLER STATE OF FLORIDA N°r 1Mt°'"R101R SKETCH AND LEGAL DESCRIPTION"" SAX 4,47 RA MM HOLE, MONTES do ASSOCIATES w � OF A CONSERVATION EASEMENT 87•24W S /�i s 7 ENGINEERS —PLANTERS —SURVEYORS At 4 A RMWA A PORTION OF QUAIL. WEST UNIT ONE. RM AT 10.Tt NAPLES —FORLJ1>Em>immoR AS RECORDED INP.8.21. PGS 84-106 ar�P1N a—T 1/YERS — BOINTA SPRWGS Alp umm COLLIER COUNTr FLOMD► N GRAPHIC SCAE.E w 1 N ..1tn 1 ,; 219 a4� i./' Lf X4 66 6 TRACT P--10 163 60' N 90'00'00- E 1 TRACT GC--3 GOLF COURSE 2LR 3/t3/97 ;KED BY DATE SAS 3/t3/97 WING NO. 8-2023 LZ X-5 LS �R \ �W k I.-P gG , a R� y 1.,* N- 7 \ Z C\�6 s U) > o. 0 38 O Ss o• * NOT A SURVEY IF- MONTFS & ASSOCIATES NAPLES FORT YYERS - BONITA SPRINGS 19 t0 2� os, iJJ 0O k 20 i A PARCEL OF LAND BONG A POP DON OF LOTS 20. 21. 22. ARID 23 ACCORDNC TO THE PLAt Of WAIL REST Mot ORE. REPLAI AS RECOROEO Nit AT BOOR 21 /AT PAGES 04 TIMMOUGH 106 OF AE PUBLIC RECORDS Or COLLIER C01MTr. FLORIOA. [[.G 1101E PAITAX%A LY CR DESRRO AS FOLLOWS � NO rAt INE RU KST COIN(R OF LOT 23. ACCORWG TO M PLAT Or DUAL WEST WT OK. ROPLAT AS RECOIOED N PLAT BOOR 21 AT PAGES B4 SMOlG1 tot Or NE PUOLIC RECORDS OF COLOR COIMTY, FLOODW: THENCE MIN N. "Sr35r E. MONO THE NORTHERLY LIE OF SAID LOT 73 FOR A OISTAma Or 221.32 FEET: THENCE RUN S 7271'37' E. FOR A DISTANCE CE Y33 PET. TWNC[ RUM 1 rrM45'T. FOR A DISTANCE O 57. 79 FEET. THENCE PUN N. 71'W3Y E. FOR A OSTANCE OF U13 FEET. NINCE RUN N. 54141W E. FOR A OSUNCE OF 13340 FEET: IHERCE RUN N. 61.43'2B' [. FOR A OKTANCE OF 6a22 FEET. YmDKt RUN N. 79Sr3Y C FOR A DISTANCE OF 44.65 FEET. THENCE RUN N 7O.3WIr E. FOR A OISTANCE OF ISIS F[t7: 11411INCE RUN M. N%'Gi E. FOR A DISTANCE OF 17.06 FEET. THENCE RUN S 1812-W [ 101 A DISTANCE OF WEN FEET. TONE 1RM 1 2515'56' E- FOR A Muria 1 A Sam 73a6Y T. M S srxsr w !t9lSY now 313.N' a.a[[' S 66.l7f w [S74.3r IC76 W WW 71a.r 71&W ■ 4ra7N' w W30 M 71WaR n[r S 7w3r*w3e w afo' w....• 19,"1 Itl.li S F.wr4r w .,- 3e R'M'Ar CID agar tMsr ,343r sM'7Kdw i171.1 OR,r rn , , . C42 2@SHr Zan• Tan' N J►a w w [►[/M' Or "nar WSW 1w SW s l6 al2F [ a274'Or rn aav F.. E. w Nrsrar [ Sri"- Ct4 rmw SIT 7&SF A t9.PD' IT rrrs' "I, amw 'm /p.3T N 7r1l4Y t s7'7fSI rn On., , [ N Y.r , IV 39.04 FEET: THENCE REM 1 4M40 E. FOR A 0IS7ACE OF 10 27 T. THENCE RUN 1 GOTSO 6' E. FOR A DISTANCE OF 14.24 FEET. TMEYCE RN4 S 4W4rlV w. FOR A OrSTANCE OF t/.So FEET: THENCE RUM S. Sr3O'4*' w FOR A DISTANCE OF S170 FEET. 111DCE ftm 1 [046'S'r w FOR A DISTANCE OF 1717 FEET; UENCE RI. S 5914'4r It r0R A OSTMICE OF 00.93 PET. MICE REM S. 7WWOr It FOR A DISTANCE OF 05.21 FEET. THENCE RIM S [OOCOO' r. FQ A DISTANCE OF 16.24 FEET: NOKE KIN N. 677YSr IF FOR A OISIANCE OF 3926 FEET. AOKE RLN S. 77SYT3' . TOR A DISTANCE or 4092 PET. INE1RY TERM 1 00DY00' t TOR A DISTANCE OF J0.60 FEET: THENCE RIM S. 6S7r13' .. FOR A DISTANCE OF 2, U FEET. TMNCt RUN S 19.48'2Y W. FOR A DISTANCE or 253. FEET. THENCE RUN S 5419'3r t FOR A DISTANCE Of6035 FEET. lhDocE RUN S. 4310'22' w FOR A DISTANCE OF 40.15 PET: THENCE RIM 1 N4S17' W. FOR A DISTANCE OF 14L76 PER: THENCE NUM w 3.-W2W w rDI1 A &STANCE OF 3576 FEET TO AE WGINWIG OP A TNIQNTIAL C.CU.AR CIIR14, CONCAW SOUIIIRESTERLY: THENCE RIM NORTNMESTERLY. ALONG THE ARC O SAID C IRK TO THE LEF I. HAWNG A RAMS OF 207500 ROT. AaNNIGN A CENIRAL MICE[ OF OS51'28, SUBTENDED S< A OVOID Or 136.12 FEET AT A SEARING O1 N. 36-OW w. FOR A DISTANCE OF 13633 qV 10 11E M OF SAD COW AND TIE FD.i Oi rDN11.IG. cm TAWIK I la- ACRES, NORE O1 LESS SLA/.RCT 70 ($209m 3. RESlRta:10(t OR RESTRICTIONS OF RECORD. RAB1lIOS HEREON ROPER to DE NYITIQLY LINE OF LOT 23 ACCORDING TO /HE PU7 1E31 Limit O,L RCFUT AS RECORDED N RAT BOOR 71 AT PACES N NOR Or INE hALtC BECd1DS or COLLIER COLR17Y. FLOBM, AS wow It NIsY35' c N01�NDNR9 rND At6owTE1 CRflfeAX 0► AN(EipZA110N I IiR LO 1772 6r - K.S. 411S S1ChEN A '11 STATE Or FLORIDA NOT m rRTlfSKETCH AND LEGAL DESCRIPTION ROJECT NO INE SIGMIGNAtIlRE AND 114 ORI6RIA1. RAISED OF A CONSERVATION AREA 87.24W SEAL OF A FLORADA EAST HALF OF SECTION 7 •1WEST HALF SECTION A LICENSED SLIKYOR TOWNSHIP 48 SOUTH. RANGE 26 EAST AND MAPPER. w ,,,.^„ QUAIL WEST UNIT I REPLAT LNE 'C110N DISTANCE Ll N ! r W33- L2 N 77DWW w 57. 79' I L3 S 71.26'37* IN 6ST3 L♦ S 61-4Y26' w "22' LS Y S "Sl' r u.65' L6 S 1 r B L7 S 4704'14' w 19,42' LS S 1611'33' E 20.2 ' 1 L9 S 2515'W E 39.04' LIO s 4 W.2r Lit S 60'58E 14.2a L12 S IW42'19' IN 91.50' 03 S 57-3WW w 3&76' L 14 S 60.46'5r w 77.1 r L 15I S6914' w SMSS Lt IN 1& a L17 N 67'2r5Y IN39.K' LIS S 72'52'13' r 40.9Y L19 S GMVr M 30.60' L20 S 43y w 7. L, r L22 S 547r3r r M35• L23 S 43-W2r r 40,15' L24 S 6Y13'lr w 1l79' Lin N w n' L 1 L72 S 1279'34' E Tn7Y L73 S 60'S4'T3' L74 S wwlacr 1' OR: 2405 PG: 3318 HOLE. MONTES 3 ASSOCIATES. INC ,,(, Nf l k. it WAk�, DESCRIPTION: BLKA.LEG Gk�fija s 4uJil nit, HMA PROJECTS 87.24W 05/02/97 REF DWG 8 B-2053 PAGE 1 OF 4 A PARCEL OF LAND LOCATED IN A PORTION OF LOT 31, OF QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF QUAIL WEST UNIT ONE, REPLAT BLOCK A AS RECORDED IN PLAT BOOK 27 AT PAGES 10 THROUGH 12, OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEASTERLY CORNER OF LOT 31 OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21, AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA: THENCE RUN S. 31 °01'50" W. ALONG THE EASTERLY LINE OF SAID LOT 3/ FOR A DISTANCE OF 180.00 FEET; THENCE RUN N. 58°15'43" W. FOR A DISTANCE OF 10.00 FEET; THENCE RUN N. 31°01'50" E. FOR A DISTANCE OF 137.09 FEET; THENCE RUN N. 48°27'53" W. FOR A.DISTANCE„4OF 109.81 FEET; THENCE RUN S. 58048'13" W. FOR A DISTANCE OFA�TUN N. 31°11'47" W. FOR R A DISTANCE OF 5.00 FEET; THENCI= " e: 8"1hA DISTANCE OF 82.00 FEET; THENCE RUN N. 31°11'47" WOR A DISTANCE 0�EET; THENCE RUN N. 58048'13* E. FOR A DISTANCE `120.07 FEET TO A POI OI A CIRCULAR CURVE CONCAVE EASTERLY, WHOSE RAb S'fNTkkBEARS�I. 61° '58"�E. A DISTANCE OF 285.00 FEET THEREFROM; THENCE RUN N60"ES ERLY, LONG HE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADjUS bflft0S1kET tiR A ,NTRAL ANGLE OF 22°31'29", SUBTENDED BY A CHORD F 1o11, 2 Ef AT I, �� N' 17" 7'17" W., FOR A DISTANCE OF 112.04 FEET TO THE EN C F $A11� C R�/E £ H N E FAUN S. 83'37'06" W. FOR A DISTANCE OF 104 8 >FEi ., HENC UN?N 06°22'15" W O t A DISTANCE OF 11 23.00 FEET; THENCE RUN Na33T06" E. FOR A DISTANCEOF(7,S FEET TO A POINT ON A CIRCULAR CURVE CONCAVE EASTERLY, WHO RAbIl�1�S�PINT BEARS N. 88'18'11" E. A DISTANCE OF 285.00 FEET FROM; THENCE kCiN NOR RLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, RADIUS OF 285.XfEET;"THROUGH A CENTRAL ANGLE OF 01 *49*100, SUBTENDED BY A �R OF 9 05 FEET AAi` A BEARING OF N. 00°49'14" W FOR A DISTANCE OF 9.05 FEET TO 9'HEn�01 �GfV; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 104.71 FEET; THEN UiF 1°3'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89'54'40" E. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89*54*400 E. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00"05'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89054'40" E. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89"54'40" W. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89'54'40" E. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00"05'20" E. FOR A DISTANCE OF 112.00 FEET: THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89"54'4V E. FOR A DISTANCE OF 133.46 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N. 89°42'06" W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01°03'35", SUBTENDED BY A CHORD OF 114.50 FEET AT A BEARING OF N. 00°13'53" W., FOR A DISTANCE OF 114.51 FEET TO THE END OF SAID CURVE; THENCE RUN S. 89"07'39" W. FOR A DISTANCE OF 109.99 FEET; THENCE RUN N. 00"52'04" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 89°07'39" E. FOR A DISTANCE OF BLKALEG.DOC OR: 2405 PG: 3319 HMA PROJECT 0 87.24W 05/02/97 REF DWG S B-2053 PAGE 2 OF 4 109.99 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 89001'33' W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01'04'03", SUBTENDED BY A CHORD OF 115.35 FEET AT A BEARING OF N. 01'30'28" W.. FOR A DISTANCE OF 115.35 FEET TO THE ENO OF SAID CURVE; THENCE RUN S. 87'51'17" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 02'08'53' W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 87051'17" E. FOR A DISTANCE OF 133.50 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 87.44'44" W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01'04'03", SUBTENDED BY A CHORD OF 115.35 FEET AT A BEARING OF N. 02047'17" W., FOR A DISTANCE OF 115.35 FEET TO THE END OI'•--SAIDCURVE; THENCE RUN S. 86'34'00" W. FOR A DISTANCE OF 110.00 FEET; THE>l(��'f W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 86'3!�' "E .�jiR" AA i 10.00 FEET TO A POINT ON A CIRCULAR CURVE,C f AVE WESTERLY,17� 1616 O'�ADIUS POINT BEARS S. 86'2T55' W. A DISTANCE O 6 "V 58 FEET THEREFROM,-lf CE RUN NORTHERLY, 11-1 HAVING A RADIUS OF 6191.58 FEET, THROUGH ALONG THE ARC OF SAID CI�RVF�'fif�1FT�.. , A CENTRAL ANGLE OF 00*20'05"'',SUB�'E OED BY A _CHORD O 48.t 8 FEET AT A BEARING OF F N. 03'45'0T W., FOR A DiSTAN�� T��. � �'BftF b, ,� REVERSE CURVE, CONCAVE EASTERLY.' i I V R H R 1 O ARC OF SAID CURVE TO THE L ANGLE OF 23'02'25", RIGHT, HAVING A RADIUS F 1?�O.C�O F 7"� THRU�H A{ . E SUBTENDED 8Y A CHORD1:�'F T�AB,�ING N. 0�'02" E., FOR A DISTANCE OF 44.23 FEET TO THE END�dSFSAID CURVE; THENCE, RUN�;N. 13�33' E. FOR A DISTANCE OF 63.00 FEET; THENCE RUIv�S�',169'47'02" W. FOR A Q $TANCF,,/OFFf63.35 FEET; RUN N. 20.12'S8' W. FOR A DI 7 E OF 23.00 FEET;°*HENCt#L* N. 69 47 02 E. FOR A DISTANCE OF 174.64 F Q,A POINT ON A CIRC � '° R- URVE CONCAVE SOUTHWESTERLY, WHOSE RAD #"T BEAR5 N.N 87' "w• A DISTANCE OF 190.00 FEET THEREFROM; THENCE RUN t�10RTHFAPY, FIE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 190.00 FEET;TI*�6J fAwCI NTRAL ANGLE OF 49'25'47", SUBTENDED BY A CHORD OF 158.88 FEET AT A BEARING OF N. 22 3848 W., FOR A DISTANCE OF 163.92 FEET TO THE END OF SAID CURVE; THENCE RUN S. 37'17'10" W. FOR A DISTANCE OF 119.17 FEET; THENCE RUN N. 52042'50" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 37*17'10" E. FOR A DISTANCE OF 119.93 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S. 35'41'40" W. A DISTANCE OF 190.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 51.01,460, SUBTENDED BY A CHORD OF 163.68 FEET AT A BEARING OF N. 79'49'13" W., FOR A DISTANCE OF 169,22 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 82'51'25" W. A DISTANCE OF 6011.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6011.58 FEET, THROUGH A CENTRAL ANGLE OF 000204 V, SUBTENDED BY A CHORD OF 35.29 FEET AT A BEARING OF N. 07.18*400 W., FOR A DISTANCE OF 35.29 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S. 14.04'50" E. A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 04'28'58", SUBTENDED BY A CHORD OF 17.60 FEET AT A BEARING OF N. 78009*39" E., FOR A DISTANCE OF 17.60 FEET TO THE END OF SAID CURVE; THENCE RUN N. 09918'16" E. FOR A DISTANCE OF 2.00 FEET; THENCE RUN N. 76056'57" E. FOR A DISTANCE OF 80.54 FEET; THENCE RUN S. 75036'00" E. DISTANCEFOR A OF 71.54 FEET TO A ONE REPLAPOINT IT BLOCK A AS RECORDED N0 2 PLAT BOOK 277 AT PAGES THROUGH OF THE BLKALEG.DOC OR: 2405 PG: 3320 HMA PROJECT * 87.24W 05/02/97 REF DWG 0 B-2053 PAGE 3 OF 4 PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S. 72940'19" E. ALONG THE NORTHERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 40.86 FEET; THENCE RUN S. 47.5920" E. ALONG THE NORTHERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 77.87 FEET; THENCE RUN S. 26°36'00" E. ALONG THE EASTERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 58.47 FEET; THENCE RUN S. 17.58'00" E. ALONG THE EASTERLY LINE OF SAID BLOCK A FOR A DISTANCE OF 38.88 FEET; THENCE RUN S. 00°51'23' E, ALONG THE EASTERLY LINE OF FOR A DISTANCE OF 25.97 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 7904ZI20 W. A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE EASTERLY LINE OF SAID BLOCK A REPLAT AND ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 35.33'58", SUBTENDED BY A CHORD OF 152.71 FEET AT A BEARING OF S. 07.29'11' W., FOR A DISTANCE OF 155.19 F:ET-TQ,AxPOINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUNS SIT, 13 Y,,ALONG THE EASTERLY LINE OF SAID BLOCK A REPLAT AND ALONG THE: `3eTHE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRI LE OF 29014'20;tT NDED BY A CHORD OF 25.24 FEET AT A BEARING OF=5.�t4 'g-00" W., FOR A DISTR CE'�F 25.52 FEET TO A POINT OF REVERSE CURVE, CONlDA �$TERL' THEN E RUN SOUTHERLY, ALONG THE EASTERLY LINE OF SAID B40CK`A R PT T AND ALONG THE C OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 62,54�FFEy H . 2AL�ANGLE OF 04.03-30". SUBTENDED BY A CHORD'OF 442 11'F Et�T ► RI F'S ; 01 • i6'25" E., FOR A DISTANCE OF 442.81 FEE TO!TH END OF C'` iRV�£THtNoE FAUN S. 00 05 20 W. ALONG THE EASTERLY LII�E`I' YSAII� FDSTANCE OF 34.14 FEET; THENCE RUN N. 89.54'40" W� PbR A DISTANCE OF 3 4 FEAT; T�CE RUN S. 07°3Z'33" W. FOR A DIST �" OF 16.24 FEE' ; THEE RUN' S 07001'50" W. FOR A DISTANCE OF 67.21 F THENCE RUN S. 02`�2" 11 �R A DISTANCE OF 47.00 FEET; THENCE RUN S. 0b2'9" E. FOR A DISTANCE +OK?,1.25 FEET; THENCE RUN S. 01.30'48" W. FOR A DIS OP 25.56 FEET,TI`Ij�NCE RUN S. 29°33'41" E. FOR A DISTANCE OF 7.40 FEET; TNN a:; '5°?0�'E'. FOR A DISTANCE OF 23.08 FEET; THENCE RUN S. 00033'S1AWE OF 45.17 FEET; THENCE RUN S. 07.59'46' W. FOR A DISTANCE OF 19.65 FEET; THENCE RUN S. 07°59'46" W. FOR A DISTANCE OF 91.88 FEET; THENCE RUN S. 00'4948" W. FOR A DISTANCE OF 79.25 FEET; THENCE RUN S. 02035'20" E. FOR A DISTANCE OF 107.12 FEET; THENCE RUN S. 14.11*48* E. FOR A DISTANCE OF 55.51 FEET; THENCE RUN S. 00005'20" W. FOR A DISTANCE OF 55.17 FEET; THENCE RUN S. 02'11'26' E. FOR A DISTANCE OF 17.90 FEET; THENCE RUN S. 02.11'26. E. FOR A DISTANCE OF 74.80 FEET; THENCE RUN S. 21.40'44' E. FOR A DISTANCE OF 17.42 FEET; THENCE RUN S. 22027'54" E. FOR A DISTANCE OF 18.81 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N. 52.00'56" E. A DISTANCE OF 27.45 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 27.45 FEET, THROUGH A CENTRAL ANGLE OF 33016'12". SUBTENDED BY A CHORD OF 15.72 FEET AT A BEARING OF S. 54037"10" E., FOR A DISTANCE OF 15.94 FEET TO THE END OF SAID CURVE; THENCE RUN S. 69°36'09" E. FOR A DISTANCE OF 20.01 FEET; THENCE RUN S. 68'53'38" E. FOR A DISTANCE OF 2.62 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N. 50.34.56" E. A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 19.33*06", SUBTENDED BY A CHORD OF 76.41 FEET AT A BEARING OF S. 49*11'37* E., FOR A DISTANCE OF 76.78 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING. CONTAINING 3.2099 ACRES, MORE OR LESS. BLKALEG.DOC OR: 2405 PG: 3321 HMA PROJECT # 87.24W 05/02/97 REF DWG # 5-2053 PAGE 4 OF 4 SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE EASTERLY LINE OF LOT 31 OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 27 AT PAGES 10 THROUGH 12 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. AS BEING S. 31'01W W. HOLE, MONTES AND ASSOCIATES, INC. CERTIFICATE OF AUTHORIZATION LB 01772 BY BLKALEG.DOC r ^...i «ES :' .0 iF.". a' .!•. nr. �1� TV ♦' !^-". - .';f5 It-+^f 'Vli COU.S[ � i 7 !I i 90U+If.Sf :•0M11C. 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MI •,1' W. sssl 1 In IIa271'21'. 17 90' W NMI 20'. 7.so L20 MWW"'. 17.7 M . 1 11a9'3/ L27 Na7J4-. 207 t2a "'Ol 30 L team US swaI -Jt low53101'SC". 137 00' 1 / L.12 MSfKI )t I 32.IJ' L,l 32nr•rC I a00' U• mw4f1,3t 112.aa I,1'• 1 . 1 07 II9377'0111t ,04.a•' L30 70972's•t 2100' LID SM7)m1r to&M t.40 L62 L•.3 Lw LM L47 I. L., L SOOOe'70'. M1fas.'•O'. �00620. M12i91.'•0'1t l00'Oe'10'M lrJ.'•Oi t 23.00' 1 SS 70' 1120a' ft 23 11000' 112.00' 131.50' 2a00' L37 300W3" 112 W L33 SMa9•'.0T 110 00' Le• SOOVS7CI9 23.00' II . 11 LS7 SarWiln f r}.3o' Lsa 3004010'" 2100' L59 *owsc4" ,U411, Lai 2mrl9'110 Iaa.M' La} Mr79t'f7i 133S0- 11• =2wsr 210a LMS Il" , I" wee,36'Wv ITOW 1.67 1037W4 Y 2300' LM 111117a'07rr 110.00' Lag Stf2e3" 63.00' 7p mw4ron 1 L L72 SIV4,02-1 174.N' L73 IIMIrl'2 1N.1r L74 702'470Z I 23.00 7,r1 If . L L77 3717a97'V sa.M' M 71 ' CZ `_ 9a0ir tv •21.32 29 : R'06�C" ]:!'1•'10_ C} Opl w2 at wYvit' Not7a'A�9 M0.1 A Uour 7111, 79 �`7Y' ;•i. H%'}Y•Oa. ., �,. ,;,. `-3n0.12• C7 2gltp' 9.0'� ' 0�m' rIE I1Z IO' ",oils' C9 4,91 Sf 11 f0•'OY 1 I. 'z11 _I6' n --. Z21'[ t 7 1 1 1 . C12 tlaod w;Yl:.. U.M' `,Sala" S977rfC11 a 73 CU IaaOD' CI♦ 19a00' 19?f2' +09.IY Ia}!".-321:!R•.!7..,l1,At't 122'.D'Nt t 1i. 1 7. 17 N *NOT A SURVEY* NOT VALID WMWT SKETCH OF A LEGAL DESCRIPTION THE SIGNATURE AND OF A CONSERVATION AREA EOM "' �o THE ORIML RAISED HOLE MONTES & ASSOCIATES SEAL OF A FLORIDA EAST HALF OF SECTION 7 m BY ENGNEERS / PLANNERS / SURVEYORS LICENSED SURVEYOR TOWNSHIP 48 SOUTH, RANGE 26 EAST ORP Imes saw.Iln slow AND MAPPER. QUAIL WEST UNIT 1 REPLAT asw s.ot RMW JOB taatr 91110.am _ I SAS i 1111 1... GRAPHIC SCALE 2170 0 too 200 ( IN rz= ) LEGEND POC POINT OF COMMENCEMENT POO POINT OF BEGINNING www1ma as K119m 97 7 cI n. 48 a7.24w 26 t"Y7 N !M V isr 8l'71 N go �s TRACT GRAPHIC SCALIC t - Mar 0 LEGEND POC PONT OF COMMENCE PO° PONT OF KGNWNtG TRACT F HOLE MONTES do ASSOCIATES ENOWM / PLANNERS / SURVEYORS um moft1w $way dOl sN , Raw 3" teat) aT-orm LEG" CIESCR+ION A PANCti Of LAND LOCATED M A POPIC)" OF 1RACT OC-11 OF WAIL 0131 MAST S- LW 1. As MCORO N PLAT POW 36 AT PAGES N /MO G N 111 Cf N( PU6UC AECONOS OF LEE COUNTY, FLONICk K04 NONE ►AIIICIAAKV QSCw11110 AS FOLLOwA CON(NU At TIOE AONYWASTENLT CONNM Of LOT AI. 6LOCN T. OF QUAIL TEST, V"&% R. W, 1, AS NEOMM9 A PLAT 000R 96. /AGES 60-01. Or COLLRR COW", FLORWA: TwGNX NOA S 7rn'?i It ALONG 11( wORMwlr LINE or SAD LOT A7 FOR A DISTANCE Or 31.111 FEET 10 IwE E its"► THENCE coal*"S r6T3.3i IT ALONG. $AW LINE FOR A MIMIC![ OF U.S3 rttT TO 11( 6[G6NNNC Or A 7AIIUNTy CIRCULAR CURVE. CONCAVE wORTNEIIT; W%wm RIN WEVENLT, ALONG 111E ARC OF SAW mom to N( E1DO. NVIG A RAONS OF S7la0 FEET. WANX ON A CENT,AL ANGLE Or 177'!'77', SiN ftw0E0 n A CHONG OF 1M-6S FEET AT A KAR41G OF s STWIr N, FOR A DISTANCE OF 100.77 FEET 10 NNE END Or SAW CURVE; TNda FUN N a4os'Da' ■ row A OSTANQ OF 3D67 FEET q " 6EG6wR4G or A TANGtwIM► OeCULAN CLINK. CcwAK SWI"Mt.. w"CE RUN V(3TENLT. ALONG THE ANC OF UW CLANK 10 TOE Lift. NAW NG A RADIUS OF 37SOD FEET, IMIOUOI A CENTRAL ANGLE Or 06*12'W. SWTCIWEO 0Y A CHOW W 621D FEET At A KAMA OF N 67,1110' w, FOR A DISTANCE Or "32 FEEL TO IK END OF SAID CU1E N(Nr,E Nut N 202411' it raw A DISTANCE Of Mir FEET. tLNE1NR Rw AL "'w4r U ran A OSTAKt Or 4%T6 FEET 1Kwct RUN 14 33W2r t. FOR A O m'" Or sa2S FEET TICIO [ RUN A 301wi0' C. FGR A M A M Of 4004 FEET. TNCNGE "A N O12Y1r N. too A PSIANM Or 3066 FEET; 1NNCNM NUN N. AO'703r NO FOR A DISTANCE OF 47. AD FEE 1; YOCUM AUN LL W26'13' C. FOR A DISTANCE OF 2316 FEt1: YOCUM NLM N M'061' E. FORA 051101 t OF Sill FUr TO A ►GMT ON A ONCLRM CURVE CONCAVE PIOR7KIK'r. r•NO6[ RADIUS FONT KARS N W 47"27' E A OSTANCE OF 31RS601) rEET TNOiFTIOIR MENGE RiNr CA, T. ALONG N( Am air SAW CURVE M Nt LEFT. HAVING A RAOVS OF 'RAG'. 111NIR/W A CEN7RA► ANGLE OF 0"7'oC'. sUOTENOED RV A CMM Or 3111113 FEt1 AT A OEARNG OF s 0YWOV C.. FOR A OSTANGE OF 31CLn FEET TO A POUT Or NCKWX CURVE. CONCAVE 504011N1ESTMLY: THENCE NUN EASTQLT. ALONG IW ANC Or SAID CURVE TOM MO T. HAVING A RAO1US W 3000 Feel, 01Rd161 A QN+.wAL ANGLE OF WQT7'3r. %*TDIKD 01 A GIOR I OF ss-30 FEET AT A /EARN' OF S 44'AS'43' U. PON A DISTANCE Or 71.07 FEET TO A PONT OF Nmorst CLRUK. CONCAVE tAsTENLT THENCE NUM SW114my. ALONG TIC AAC Or SAW CLANG TO 1K LEFT. HAVING A RAMIS Or 24MOD FEET. T141Q1644 A CENTRAL AWCU Or (N-W40'. SUSION CO 6T A FIORD OF D3.D7 FEET AT A KARNNC O' S 04'nY4' E. FOR A OStAPM OF 6S67 FEET 10 THE EAW OF SAID CT'SK; TKOOM qN S W3f7: W FOR A w3TANCE Or ?34 FEEt W04M ITEM N 7411-34' w. FOR A DISTANCE Q 4603 FEET. TKwCC NW 1 7035 W w. row A OSTANCE Of 2334 FEET; IKNQ INN N 04ww W. row A DISTANCE OF 3236 FEET. IKUM NUN 3 S2W%Y IT "N A DILIARR OF 4R16 rtcT. S(NCE NUN S 01(O'31' E ram A COSTA"M Or 43./1 PUT. IK"x ISN s 20'1D•w E. TOTE A 0IS1ANEE OF 31.M ►LET•. MENU NUM S Grr Sr 0. FOR A DISTANCE OF 032 rut t0 T14I m d NrQwm UM A ►ARC L Or LAW LOCATED NI XC=w 3. TDIN6lI 46 SW7K RANGE 36 CAST. COIL(R COUNTY. FLORIDA. KING "M 1ARlOAAILY KI' 'D AS FOLLOM GOu(NR AT IK NONN(ASRRLY CONNO Or LOT My. KOM 1. OF QUAIL MST. /KAK IL UWT 1, AS NLCONOED N PLAT NOW SO PAGES SO 11N[U04 0. COLLIER COUNTY. 111.0110% IKNCE ALIN S WW4r a ALONG 1K wORTKRLY VIE OF SAW LOT JV. POI A OISTAIMM Or 36IS OUT. W = RON IL 60]010' V. FON A DISTANCE OF 10326 FEET 10 THE �, 4t m A PARCEL OF LAND MMO KSC1 MM. TUEJ RUNS 3W DISTANCE OF 31.N FIST; NOK:[ NUN it 6RSDW It nit A DISTANCE Or 46.00 FtET YOCUM NUN N 36'S7'AO' In. FOR A O3TAAN3 or SASS FEET. YOCUM INN K 17'3SW E FOR A OMANU OF S3.0S FEET. 71ENGt RUN S. 61'u'U' t. PON A DSUNCE ON 4664 My: YOCUM RUN S 10'tt'Ar E. FOR A DISTANtt Or 3A62 FECT VCNM RIM i 17%CW C. Fa A DISTANCE OF An PUT NNONCt NLN 1 tt'tyar 4E raw A win" 0r M97 pity TO IK emaALmmum PWCRIY AKA - 1.4013 AMCS NOW 00 kIa "ACT TO CAX OOM I167GNVN11004! DR K310CN0N0 OF MCOD. KANNCS MKIT TO sit AOR111LI�T UK C.,LOF 4". /LOM 1. 0/ WAIL Viol.P11AS( IL UNIT ,. A$ D N PAT NOON S6. /A.tS p-D1, OF LEE COUNTY. R011WA As KING. 3 7Efw71 IL HOLE. 1Na mm . 4NC CERMUit NU4IS[R tm P.L % 4173 STATE or FLOW" Not V" NAM��ffNrL SKETCH AND LEGAL DESCRIPTION AND THE SWATHE OF A CMSMVA71ON AREA K ORIGNK RAW SEAS. OF A ROM SOUTH HALF SECTION 5 °RAIN Olt UCOM9JKM TOWNSHIP 48 SOUTH. RANGE 26 EAST. JLR Aid IMP'PER. QUAIL WEST. PHASE TIN UNIT 1 S.A.S. 45 1 87.24W 8724W2M1 18-2047-1 J9 o # U 4 � kt t 1 1ti rn ^' NFV x Q \ + 1� V • g = � J I (JII 1 + t-ak �a BIURNNA _4155 ROAD S 8955'26* W 2645.38' J60 --m-r-A Ervrq-r9§0 C1R mow 77.53' 77.N' N 12ZT59' E 4)"r37" C2 50.OW 63.er 59.6Y N 4539'54" IN 7311'2r C3 1775W 227.27' 227.11' N 961543' E 012010, C4 500.00r 468.92' 451.93' 09 40'0/' w S3' ew M cC6 C2o 7520�.1p10p'� 775.00' 226.15' Mar 225.29- N M�9 E Nil O2'44'12' 91p796r'p3p644'55- 0�37 33" C21 T?5-w 157.59, 137.32' N lfii]D� E I 11w'0Y 4 ma20i 3t ow 2a" s 06 1 w 2�2�77 c 7 J59 BLOCK 4 J in ls7 t� Otte C117 C116 68.65 t71.92' \\ N (y9S546" E 312. N t034'�1 w '` 21.E 23 05 r 6 e S 8114119" Mf N 41 44'00 �H t w IJ C121,, ss.l4' � 22.E 36.e6' �N 3to rl S N `44 2 t w '::� N 24.211 Cls =w +2 2t4.33 C122 ��"0�2"t.. ppw 1� Nr` it N R. 40.29rt 74 _ 21- w? N 86'l3'1 E (- c,?� /Kit f 5 1 3" w z9.7o' `;� a S e9s5+e' w Jell BLOCK 4�a ,a.ao TRACT F 14 . ' ,0.39• TRACT C (FUTURE DEVELOPMENT/WATER MANAGE TENT) N 89`W4W E 1159.0 S 89'55'48' W 1/4 5-45-262587.22' \S. 1/4 COR. SEC. 5-48-25 UNPUITTED CURVE RAOM tE1101N CHORD REARM DELTA C58 C59 116 C117 72b.00' 725.00' 25-00 1775.9 fTn.001 92 45' 12 4' l92r 2W 131.21' 92 39' 126.00r 3515' V1W 131.1e' S ITYrW w S 04'S4'3Y w S 450423' E S M"iY47' w S ea42'42' w 0719'24' 09'NJ8'12' 9959'W- 0.MVZ 041~ C, to C119 C120 C121 50.00' 50A0' 725.00' 35.00 2O 2Z7 s3.63 9e.64' 1.3r 20.08' 42.28' 537 S 7f w S 34Z4' w u2 SI 2s'w0rwa 231 11 5091W T42' TRACT -F DEsC11na0a N 89554W E A PARCEL OF LAND LOCATED N A PORRON Or TRACT OC-11 (oar COUWU ftAWR MAMA'Dem or OUAL 1RiT. nvm •TEAT 1. AS R[CDIOED w PUT ROOM 7�816' w W At rAM a 1Iwa/DI1 n or S rIRN6 RDGDIOS ICE 13= N (RNTY iLOIIDA r I - raLLOM 44.14' OEM NCK ►ANNCLLAIIT IO Af CE= AT NNE SOUTHEAST CONON OF LOT A7 BLOC( 4 Or QUAIL NEW. RNA4 35'5555" w IL LOST 1. AS RECOA000 N RAT 0001I O AT NAM N 'PRIOUG" n Or ME OUftX KCOIOS OF lQ COLaw. rL,�k SNCE IRA N. 3R91N E. FON A 48.19' CISTANQ OF 71.DD FEE?-. HOICK RUN 1 07SfS6' w. FOR A OISTARCE OF MN FEET. TKNU RIM 1 35' nr w. FIX A OSCSRC OF 4&t9 FIEF 'POCK IRA 0• w s 3514'•10' w. I= A DISTANCE OF 37-C MM. Imam am s 3n;rAr w. rnA A OWANm Cr b,07 rttT: aONR AM s 43WW a ra A DISTANCE Or /42- 42.50 RR: 'PRNCE RUN S. 3W3W3r w 101 A N STANNOE K M97 FEET. Von " w RUN S O'4jW 4L FOR A N3rARK OF 3AfT FIST. MONLt RUN IL 3R303T w FOR A DISTANCE OF 22M POT 'PONCE RAIN LL e3esst a no A olstANa a► MAN PIXV 'PONCE NRN 1 4NlM t FOR A OSCUCE Or 3F.w FEET: NN S. t'P7f4K a r0R A O6N = ar IS.OD MT. BODICE INN %♦OK: S 7SWsr t ►Oat A OISTNIQ Or Mf3 !R! StIR RUN t'PT!'1'O4' K RACT GC-TI FOR A DIS1ArIC! Or 3140 FiER SO" RUN IL 7N11YS2" l FOR A OSTAICE Or 51.R7 IR1; Sam am IL W23-W w FOR A OSTNRT Or 7493 rttr SONG OIF COURSE/ IRS N 17M'2S w. FOR A OFPMCK W 2621 FIEF, 'PONCE NUN IL 4r4•'00' = FOR A DISTANCE OF 22w M1 'PONCE RUN 1 p1Y4r K FOR A ORTNICI 28vT WATER MANAGEMENn ar A2SS FE[T Sam °"' 1 N•T1R' a FONt A DISTAaa art• Fur HENCE RIN 1 Wenl' t FOR A OWANCE OF 40.34 PUT' SRO[ NO t AT'rfp' OF K 4711.Or it FOR A DIro" of m" Ott. SOCK NM R WIKSt• t FOR A DISTANCE Or 2300 M? 10 A Fa1T ON A CNCRAR CINK CONCAVE ICStOlr- fAw " vm= RAOM PONT BARS N. 741C1Y It A 9131AKi OF 72SOD FEET SAETRONN; SNCE am NOINNClr. ^AM 1K AM OF SND CURVE TO S LEFT. NUMIC A RAOR11 Ot 72100 I= INN NION A MINAL ANGLE OF OOT3r. gslONOW By DOM OF 77.49 MY AT A KAMM OF K I=rW E_ FOR A OISTANCE OF "33 MY TO A POW OF K1REK CORK. CONCAVE SOUMAS a" SNm NN NDIIMST, ALONG S PAC O 3A0 DAM TO IK NONT. INNS A RADIUS OF MOD MT. MwUON A CD MAL ANGLE OF MIW. 31S1oO:D W A C/NOAo OF MW MY AT A KNNIL OF 45WFO W E. R A 067MCE OF "W GRAPHIC SCALE FEET 10 A FOR OF CONIOU D COBOL COMJq[ 9DIl11QY. Sam RUN EASRRLT. ALOW, S ARC OF SAO CURVE A TN NOW NAK1D A WMA OF 17MOD M7. w 1S0 14MOUGH A CORRAL ANGLE OF O7'WW. R1610100 BY A ONDRD OF 227.11 MY AT so O A KMM OF K 461S4S E- FOR A OWAMM OF 227.Z7 M7 W 1NE ENO OF SAID CRITC 1Non INN a. w93'4Ir L FOR A 091A M OF 240.51 FEET TO S rawt ar N1FO ES CONTAINBC 12423 AMM NONE 00 NESS ( IN rzrr ) u"cT TO EA77CRNT% RESEamNT06 ON MMINC104 OF RECORD. BEARINGS SHOUT HMON REM TO NNE 3a1M UK OF LOT J57 BLOC( 4 OF DUAL VAM. FNAU IL UNIT 1, AS NECR NIM N AT ROOK SS At PACES N MtOUGH N OF S PUBLIC RE000.1 CF .4 CV NTT. nANDA AS BRING NN, 4Ry4Y L �� y_r "OLF NNONXI NO ASOOCATM INC. mRtild O► AF: Iy1110N1 NARta1 1772 'Pr VAX A ' OF naNA =Nor A SURVEY* I U \/ QUAIL WEST UNIT ONE. REPLAY v NOT vwD w�ttNUT SKETCH AND LEGALDESCRIPiION P.B. 21 PGS 84-106 THE SKitMTUK W OF CONSERVAIM AREA IL COLLIER COUNTY. FLORIDA LEGEND ' 1108 PONT 0r 9E/i1M11NG HOLE MONIES dC ASSOCIATES SM OF A FLORA SOUTH HALF SECTION 5 Bows ! P1J611& / m LW= SURVEY= TOWNSHIP 48 SOUTH. RANGE 26 EASTt tREw A 0mul aw me IMAM QUAIL MIEST, PHASE N. UNIT 1 9vEw 1000111, PAM 308 SAS pa) "2-40 4sam w4.R. amm" E1 9AtE 9tlnoRs 17 S 6Qfr 57.24w Z6 •»L1Y9AM 1-20" TRACT GC-10 J17 W COt (GOLF COURSE/ WATER MANAGEMENT) j�. o z N JIG pOg BLOCK 1 AM cdb �J J15 J14 C92 N 8935'26• E 180.00' 2 � N 893516' E # 10.98' v n. o ^ o TRACT OC•10 M1 � ti a • 5 0425'44" S 46'5536' W w 24.60' (GOLF COURSE/ 'WATER MANAGEMENT ) ri 0 Z S w m 71i J''• ? �'`1i �0j0 S W47'OT W N Of r 95 63 �r� ' 0217 o•.o'S w S �yb3d 49.6z M 26W'49' TF P,` 30sa SOWy 49.46' S 87252Z• w N.. O4 w y . N 3076'35' M � �. 27.51' s 140.00' 180 00 r ' 184 58' _ to SY $d 8J2 CL 1, , >EBLOCIE .,.1/ m COUN 411.407 t S 89.5526' W S. LINE S.W. t 4 5-48- ROAD CbLUE ,_� 45.38' B�UlRRNHAMK COLLIER COUNTY. FLORID..v. QUAIL WEST UNIT ONE. REPLAT P.B. 21 PGS 84-106 COWER COUNTY. FLORIDA �e�YYP_ M TA 7So0' 50.38' SM34' N a7'34'Mr W 05VI'05• 756OW 239.31' 237.5r N 73'06'0r W 2330'44• 75.00' 239.11' 237.39• N 49lrW W 23'49'3r 75.o0' 19&72, 192.81' N 2744vr w /9l8'tY 1C714"41023600* 409.31' 406.59' S 12106*W E 22"W28' 63.00 3a5.31- 302.74' N 12T]6'saWE22755'26' SS'28' 83.00' 433.32' 430.43' S 12VGW E 5756OW 447.26' 436.07' s 674734' E'34ro1• LEGEND Pas PANT OF 8E12W" *NOT A w T VALID WITHOUT SI6NAM AND O10K RASEDHOLE MIONIESiIRrEA DgMEeIS / RAIO YARER.m M11! sN9lR MMOA» 4141NF14IIII8 NGRAPHIC SCALE M4 4 11M "s ! ( ON row J13 OE9dIP110M A PARCEL OF LAND LOCATED N A Pd1WO1 Of TRACT OC-10 OF DUAL WEST. PHASE I. UNT 1. AS RECO110ED N PLAT GOOK SL AT PAGES 09 THROUGH 81 OF 111E PtlKX RECORDS OF LEE COUNTY. FLOINDA, BON MORE PA97KMARLY OE5QRI= AS FOLLOV& K= AT THE SOWTWAW COWER OF LOT JOS. a= 1. OF WAL WEST, PHASE I, LINT 1. AS IKDWJ E0 N PLAT 4000 36 AT PAGES 89 THROW 41 O THE PtIOM RECORDS OF LEE C0191TY. FU31 TIENE IMN K OWWW E. FOR A DWANCE OF 10.94 FEET. THENCE NUM 3, QS4 Ir W. I= A WEANCE OF "&94 FEET. THENCE NUN S. 4"'W la FOR A DISTANCE OF 97.23 I = semm NAN i 7Y3r4r W. FOR A DISTANCE OF 2OA1 FEET: semM NHN N. 8271br W Fa A 01STANGE OF IOZO FEET. 1MNE RM N. annr IL FOR A DISTANCE OF 30.53 RLF HENCE IMW K 0230rW ML FOR A O151AICE OF OL42 FW. 0111IR [ MIN i 4973'3r W. FOR A 0WA14l OF 24.40 FBI V MCtT AN S. OrWW W. FOR A DISTANCE OF t&78 FEE$ WETIGE AM i 0 2r2r W FOR A OK MICE OF N.42 FELT: THIDI I M{N IL Zi7L W R FOR A WTMICI OF M.49 MT. INDICE RUN i W47'Or W. I = A O WINCE OF 93.83 P11M. VIDIM MINI S, 2371'17' W. FOR A OISTMHCE OF 48.M PC[R TIEMCGE MUM i M'"19• N FOR A DISTANCE OI 4Q M FlLT. no= ON IL 30'34'3r E FOR A DISTMIGE OF 27M FEET. THOKE MA IL 580701• IL FIN A OWAFIM OF 28.47 FEET. THENCE NUM S. 749 W W F0t A DISTANCE OF 33.03 FELT: TIE M OW IL 2327/r W. FOR A OISTMM OF N.31 FEET: no= MIN N. 203rW E. FOI A 1NSTMIGE OF 117.30 FLIT: THE =MIN N. 123nr C FOR A W ANCE OF 75M FEET: THENCE RUN N. 02YY4f- E. FOR A OISTMICE OF 124.M FW 10 A FONT ON A CNLCIAAR OAVW CONCAVE NOMIERY, WHOS£ RAORIS PONT KANS N. 44R9ir E. A DISTANCE OF 575.00 PUT DIDU=k Vd= PAN 50081E11STERl1: NAM THE ARC OF SAID CINVE TO IM LEFT. HAMIO A MAORX OF 37S49 FEET. W M W A WHTNAL ANCLL OF 4474ro1'. Si18WM 8Y A 08M OF 436.07 FELT AT A KAMM OF S. 6^7W I- FOR A DISTMICE OF M7.24 FEEL 10 lK DID OF SAID CLww. TIEIICE No N. W3"r C FDIH A DISTANCE OF 154,57 FEET TO tIE FONT M . CONTAOM 3.3379 ACTS. 110E OR WM SJOAXT TO EAMAE ITS, RIMUNA110IIS OR KSMVMMS OF READ. KAMM 9 40M HOW" 119 M 10 1.1E SO "My UWE OF LOT .NS BLOCK 1. OF OVAL 9EST PHASE S L"T L AS W=rA 01 N PLAT MM 36 AT PAGES 99 THROUGH N OF THE pumm REMNO! OF LEE OOMTT. H~ As BEND N. sm2r E. HOLE. NONMls MHO A360M'" M co of ATH1w u9 �rn 4f75 s,,, P� s fr" OF FLORIDA — ETCH " LEGAL. DESCRiPT10N Ln�oE ��„ — a OF A Oqi RVA110H AREAOL ---- SCU1N HALF SECTION 5 3 W7 s 70111INSI V 4e SOU1H. RANGE 26 EAST Jut 44 r.Z4w QUAL WEST. MAX L UNIT 1 POO » Man- I s fss'ar I • • !,C 8 != GRAPHIC SCALE I p O 2? p OD IN Ise: ) UL a"IM x POC LEGEND POC POINT or COMMENCEMENT Poe POINT Or 9ECINNING � s nasn' f r►.K s Ens c Wr f 37!]Ir I s fefss'w L /Ott «� HOLE MONTES & ASSOCIATES D OWMS / PIMBFRS / 516l1om 11111111 AMMWW 9>•ET IBM soft RIISM 3111111 04 fMF6Ra ss-4. r LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION L TOWNSHIP 46 SOUTH. RAMGE 26 EASE. COLLIER COLWIY. FLORIDA. BEING MORE PARIICIR.ARLY DESCROM AS FOLLOIHS: COMIM EMCE AT M SOUTH QUARTER CORFER OF SECTION 6. TOMOSHIP 48 SOUTH. RANQ 26 EAST, COLLIER COUNTY RORIDA; *04CE RUN N. OOr24'3r W1. ALONG THE WEST UN[ Of THE EAST HALF OF SAID 7ECAW 8 FOR A DISTANCE OF 42L44 FEET: THENCE RW IL M-Z A• L FOR A DISTANCE of 460.60 rEET TO THE =a Xff&G Of THE PARCEL OF LAND HEREIN DESCRIBED TFEHCE RW N. 052V E. FOR A DISTANCE OF 31-W FEET; HENCE RUN N. 41'3517• L FOR A DISTANCE OF 19.67 rM. THENCE RUN N. 55-5Z31• L FOR A DISTANCE OF 21AS FEET: THENCE RUN S 95'255r E. FOR A DISTANCE OF Z71 FEET; THENCE RUN S 52 53'09r L FOR A DISTANCE OF 2367 FEET; TIERCE RW S 50'2610' L FOR A DISTANCE OF W56 FEET; THENCE RUN S. 45MW15' L FOR A OWN" OF 14.96 FEET; THENCE RUN S 2733'27" L FOR A DISTANCE OF 17.64 FEET; DEUCE RW S 1113'34• L FOR A DISTANCE OF 15.32 FEET; THENCE RUN S. 32M30• L rOR '* DISTANCE Or 10.20 FEET; THENCE RUN S. 653r W L FOR A DISTANCE OF /0614 T. THENCE RUN S. 754340r L FOR A DISTANCE OF 41.39 FEET; DEICE RUN S L FOR A DISTANCE OF 22.82 FEET; DEWCE RW S /9'49'46• L FOR DISTANCE OF 25.23 FEET: THENCE RUN N. 9906'4Cr L ►OR A DISTANCE OF OLDS : THENCE WIN 9'O1 S 093• L FOR A DISTANCE OF 1IL58 FEET; 1HENCE MINS jff—'i 46r L FOR A DISTANCE Of 29.62 FEET; THENCE MIN S OB7036' t FOR to DISTANCE OF W61 FEET; THENCE WIN S. 61TS'W WL FOR A DISTANCE OF 411,96 FEET; THENCE RIM N. W23'02- WL FOR A DISTANCE OF 99.30 FEET: THENCE RW N. 613r WL FOR A DISTANCE OF 60.M FEET; MIKE RUN N. 7C7313' WL FOR ANCE Of 27.72 FEET; THENCE RUN N. 5OW47' K FOR A DISTANCE OF 2L47 =7MEHM RW N. 39'3357. 1K FOR A DISTANCE OF 211,32 FEET; THENCE RUN N. L FOR A DISTANCE OF 15.05 FEET; 1104CE RIM N. 79'S2'2r L FOR WDoTAMCE OF 22.46 FEET: TIENCE RUN N. 2T36'47• TL FOR A DISTANCE OF 3L50 EET. 7HENCE RIMHL 22T14'47• KFOR A DISTANCE OF 47.67 FEET 70 M EM OF 6EGWMM CONTAINING 0.6920 AGES. MORE OR LESS. NOTES SUB,ECT TO EASEMENTS. RESERVA"S OR RES71111CUM OF RECORD. BEARINGS SMoWN ►EIEOIL OWU TO THE WEST LSE OF 7W EAST HALF SECTION L TOWMSWP 48 SOUTH. RANK 26 EASI. AS BEING N. 0012439r W ROLL MONTES AND ASSOPAVE& INC. CERTIFICATE OF AUTPIOM091 MI MBER LB 1772 M P.L.S. 4175 A STATE OF RORDA l�1IAW/!V!! NOT YAw wm f �M AM LEGAL DE9CR I KM 6cuFIa1 Iw a 301110 f DAN THE SIpMTUAE AM W A Of�N�tl/A710N,IIREA K MGM 9e SEAL OF A FLMMA EAST HALF SECTION 8 4 7 s WDISED SINE TOWNS►9P 46 RANGE 26 JLR 48 a7.24w AND MWEIL PROPOSED DUAL WEST PHASE 3 26 ML _ _ SAS a7�A1f1A 9-1937 N CWIJ !r! G she as'* "IV N �O O 10 �O OI ( IN rQr ) LEGEND POC POW CF CCMMENCIDAENT Poe Pa1T OF �QlMlfi HOLE MONTES & ASSOOATES D+aNTERS / RANIIDIS / slM *,M "Ift 4mmusn sett rw► spa �► ap NOT VAW Mfiw THE SNNMAK AND K OFNIK WIM SM OF A FLOW AND MAom LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 8. TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH OUARTER CORNER OF SECTION 8. TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N. 00'24'39' W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 615.16 FEET; THENCE RUN N. &M21' E. FOR A DISTANCE OF 1601.98 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN OESCRIBD; THENCE RUN N. 59'53'04' E. FOR A DISTANCE OF 31.27 FEET; THENCE RUN N. 8M57' E. FOR A DISTANCE OF 31.45 FEET; THENCE RUN S. 7534'32' E. FOR A DISTANCE OF 46.27 FEET; THENCE RUN S. 62'28'58' E. FOR A DISTANCE OF 33.78 FEET; THENCE RUN S. 53'10'22' E. FOR A DISTANCE OF 110.00 FEET; THENCE RUN S. 37'45'58' W. FOR A DISTANCE OF 18.09 FEET; THENCE RUN S. 66W31' W. FOR A DISTANCE OF 64.58 FEET; THENCE RUN N. 5729'34' W. FOR A DISTANCE OF 153.04 FEET; THENCE RUN N. 32'56'41' W. FOR A DISTANCE OF 40.29 FEET TO THE POINT OF BEGINNNG. CONTAWMG 0.3317 ACRES, MORE OR LESS. NOTES: SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON FLEFER TO THE WEST LINE OF THE EAST HALF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, AS BEING N. 0024'39' W. HOLE. MONTES AND ASSOC'ATES, WIC. CERTIFICATE OF AUTHORIZATION NNUUMM80 LB 1772 BY. P.L.S. 4175 SiEPHEN A. SOOLM STATE OF FLORIDA CH AND LWAL Im L"3 0 IF I NM �rso. r. R70I�wo. Ir►>< OF A Cm 4 E7tVATM AM EAST HALF SECTION 8 K R 4 97 6 TOM4NW 48 RANGE 26 JLR 48 i7�4W PROPOSED QUAIL KST PHASE 3 • -- SAS >172a1M 9-1939 tY. O i b touw� �p cawe� uAs.aw�ns POC LEGEND Poc POINT Or :210 POa POINT OF VET >n� GRAPHIC SCA e sa w ( IN rwr ) �r it SST • srww • lur ,EGAL DESCRIPTION 1 PARCEL OF LAND LOCATED IN SECTION 8. TOWNSHIP 45 SOUTH, RANGE 26 EAST, MU" COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I m. s 397 w COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION S. TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N. 00'24'39" W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 1127.03 FEET; THENCE RUN N. 89"35"21" E. FOR A DISTANCE OF 762.98 FEET TO THE POINT OF BEGWM 14G OF THE PARCEL OF LAND HEREIN DESCRIBED: THENCE RUN S. f IS '02'41" E. FOR A DISTANCE OF 28.80 FEET; THENCE RUN S. 74VV56" E. FOR sk A DISTANCE OF 43.99 FEET; THENCE RUN S. W48'23" E. FOR A DISTANCE OF 19.80 N FEET; THENCE RUN S. 5931'S3" E. FOR A DISTANCE OF 12.77 FEET; THENCE RUN S. 3 . 10'43'25" W. FOR A DISTANCE OF 9.01 FEET; THENCE RUN S. 37'WOC W. FOR A f -1 ff TM -" k DISTANCE OF 11.27 FEET; THENCE RUN S. 04'21'51" Yr FOR A DISTANCE OF 14.37 FEET; THENCE RUN S. 181415" E. FOR A DISTANCE OF 11.11 FEET; THENCE RUN S. F 30'57"02" W. FOR A DISTANCE OF 11.82 FEET; THENCE RUN N. 72"33'20" W. FOR A DISTANCE OF 59.95 FEET; THENCE RUN S. 855W14" W. FOR A DISTANCE OF 24.54 FEET.• THENCE RUN N. 56'2334" W. FOR A DISTANCE OF 7.70 FEET; THENCE RUN N. OT29'20" W. FOR A DISTANCE OF 9.19 FEET; THENCE RUN N. 03'11'27" E. FOR A DISTANCE OF 55.37 FEET TO THE POINT OF BEGINNING. CONTAINING 0.1229 ACRES. MORE OR LESS. I `j NOTES: s SUBJECT TO EASEMENTS. RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LIME OF THE EAST HALF SECTION B. TOWNSHIP 48 SOUTH. RANGE 26 EAST, AS BEING N. 0024'39" W. V NOT V" wmiour HOLE MONIES do ASSOCIATES SEA OF A FLOW Dean / PLmmm / sulrerr,Rs llrmw 20111 rOR = immaw oar AND MARER wwwrAMMI o" 00-«w HOLE. MONTES AND ASSOCIATES, INC. CERTIFICATE OF AUTHOIBZATION NUMBER LB 1772 BY: P.L.S. 4175 STEPHDI A. SEDLER STATE OF FLORIDA CH AM LWAL DESMTRi m M8724WC OF A OONSERVA710N AREA EAST HALF SECTION 8 I" TOWNSHIP 48 RANGE 25 xlt 87.24w PROPOSED QUAIL WEST PHASE 3 sAss—tsss r wiTr c r r �6 p f - d GRAPHIC SCALE (arWr) LEGEND POC PONT OF COM04CEMDiT POB PONT OF BEGNNNG #k I f z NOT VAM wiT W TIE SIC 71K AID Lnil�o ORI m RAISED HOLE MONIES & ASSOCIATES SEAL OF A ROW BIGt8I11S / KONDS / 3L4KIKIIIS LICENSED S{Dvm „�w >am AND MAKER. DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION S. TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N. 00'24'39" W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 1100.24 FEET; THENCE RUN N. 89'35'21" E. FOR A DISTANCE OF 933.67 FEET TO THE POINT QF c OF THE PARCEL OF LAND HEREIN DESCROM. THENCE RUN S, 7738'05" E. FOR A DISTANCE OF 33.86 FEET; THENCE RUN N. SC46'49" E. FOR A DISTANCE OF 36.29 FEET; THENCE RUN S. 30'00'43" E. FOR A DISTANCE OF 43.16 FEET; THENCE RUN S. 4610'54" E. FOR A DISTANCE OF 20.65 FEET: THENCE RUN S. 74'05'58" E. FOR A DISTANCE OF 31.12 FEET: THENCE RUN S. 29'27'53" E. FOR A DISTANCE OF 9.03 FEET; THENCE RUN S. 20W30' W. FOR A DISTANCE OF 10.03 FEET; THENCE RUN S. 60'59'20" W. FOR A DISTANCE OF 14.19 FEET; THENCE RUN S. 88'44'33" W. FOR A DISTANCE OF 18.07 FEET; THENCE RUN N. 74'S8'36" W. FOR A DISTANCE OF 37.48 FEET: THENCE RUN N. 66.40-SW W. FOR A DISTANCE OF 39.25 FEET; THENCE RUN N. 87'21'32" W. FOR A DISTANCE OF 33.38 FEET; THENCE RUN N. 00'30"43" W. FOR A DISTANCE OF 61.91 FEET TO THE POINT OF BEGINNING, CONTAINING 0.1607 ACRES, MORE OR LESS. NOTES: SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF THE EAST HALF SECTION S. TOWNSHIP 48 SOUTH. RANGE 26 EAST, AS BEING N. 00'24'39" W. HOLE. MONIES AND ASSOCIATES. INC. CERTIFICATE OF AUTHORI T10N NUMBER L8 772 BY: P.L.S. 4175 STEPFEl1 A STATE OF FLORIDA CH AND LEGAL DESCRIPTION OF A CONSERVA7101 AREA EAST HALF SECTION 8 t 97 8 TOWNSHIP 48 RANGE 26 JlR 87.24W PROPOSED QUAIL WEST PHASE 3 26 - --- SAS s»ewe 5-1�10 fl c*i e+i C%".V 6 Qt sin 0 �N N 4i I i samt 1/6 Comma atanr.Ka&n POC LEGEND PM PANT OF COMMDKI ENT POO PONT OF KOMM= HOLE MtONTES do ASSOCIATES E1KiNEERS / KANIIFJts / sUR11E m wm sssss, t M on; W-M swwwt *.w NOT vAM W m x THE SI6NATUIIE AN K omwK om SEAL OF A FLOW LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER CORNER OF SECTION 8, TOWN9-v 48 SOUTH. RANGE 26 EAST. COWER COUNTY, FLORIDA; THENCE RUN N. 00Z4'39' W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 1866.93 FEET; THENCE RUN H. 89-35'21' E. FOR A DISTANCE OF 2186.85 FEET TO THE PAINT OF BEGS OF THE PARCEL. OF LAND HEREIN DESCRIBED; THENCE RUN N. 2� OS E�FOR A DISTANCE OF 6.75 FEET; THENCE RUN N. 71 VZ34' E. FOR A DISTANCE OF 11.43 FEET; THENCE RUN S. 89W42' E. FOR A DISTANCE OF 9.08 FEET; THENCE RUN S. 5474'03' E. FOR A DISTANCE OF 7.68 FEET; THENCE RUN S. 32'5WW E. FOR A DISTANCE OF 116.87 FEET; THENCE RUN S. 4624'04' W. FOR A DISTANCE OF 22.66 FEET; THENCE RUN N. 8C49'38' W. FOR A DISTANCE OF 20.66 FEET; THENCE RUN N. 23'11'34' W. FOR A DISTANCE OF 20.95 FEET; THENCE RUN N. W47'51' W. FOR A DISTANCE OF 11.97 FEET; THENCE RUN S. 8837'53' W. FOR A DISTANCE OF 11.30 FEET; THENCE RUN N. 2536'11' W. FOR A DISTANCE OF 83.91 FEET TO THE POINT OF REGW41NG. CONTAINING 0.0997 ACRES, MORE OR LESS. NOTES: SUBJECT TO EASEMENTS. RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOW HEREON REFER TO THE WEST LINE OF THE EAST HALF SECTION S. T004SHIP 48 SOUTH, RANv" E 26 EAST, AS BEING N. 00-2439' W. HOLE. MONIES AND ASSOCIATES. INC. CERTIFICATE OF AUTHOR12A710N NUMBER LB 1772 BY: P.L.S. 4175 S,IEP�iEN A. 3 DL O STATE OF FLONDA CH AND LWAL ESCRIPT" W Mop ft Muc OF A AREA ft%mm EAST HALF SECTION 8 4 7 8 RL TOWNSHIP 48 RANGE 26 AX 4a 1117.24111? PROPOSED QUAIL WEST PHASE 3 26 - • n=m SAS 11-1941 V--♦ t+^M r7 l+7 6 t� as'f C! .mow N O �A Y w 07e"2r' [ 40 [ 4rrar . rry'. 2m7r w a7X7r [ n.� N POO • r W GRAPHIC SCALE M LEGEND PM PANT OF COIMOlCEl MT POB POMT OF KOWIM + L s LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 8. TOWNSHIP 48 SOUTH. RANGE 26 EAST, COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH OUARTER CORNER OF SECTION 8. TONNSHtP 48 SOUTH, RANGE 26 EAST. COLLIER COUNTY. FLORIDA. THENCE RUN N. 0024'39' W. FOR A DISTANCE OF 2191.97 FEET; THENCE RUN N. 89'35'21' E. FOR A DISTANCE OF 2006.72 FEET TO THE PAINT OF BEG94MG OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN N. 42 31'09' E. FOR A DISTANCE OF 11.53 FEET. THENCE k RUN N. 65 49'49' E. FOR A DISTANCE OF 47.67 FEET; THENCE RUN N. 52-03'02' o E. FOR A DISTANCE OF 19.05 FEET, THENCE RUN N. 87'24'34' E. FOR A DISTANCE OF 11.75 FEET; THENCE RUN S. 5839'30' E. FOR A DISTANCE OF 27.97 FEET; THENCE RUN S. IOVC37' E. FOR A DISTANCE OF 46.11 FEET; THENCE RANI S. °E 11'S9'59' E. FOR A DISTANCE OF 155.71 FEET; THENCE RUN S. 10 32'07' E. FOR A DISTANCE OF 13.69 FEET; THENCE RUN S. 72'14'43' W. FOR A DISTANCE OF 22.75 FEET; THENCE RUN N. 323C22' W. FOR A DISTANCE OF 16.37 FEET; THENCE RUN N. 3 1815'48' W. FOR A DISTANCE OF 62.56 FEET; THENCE RUN N. 3222'55' W. FOR A DISTANCE OF 59.61 FEET; THENCE RUN N. 4223'47' W. FOR A DISTANCE OF 93.23 ` FEET TO THE POINT OF BEGINNING_ CONTAINING 0.2957 ACRES. MORE OR LESS. • NOTES: �S SUB.ECT TO EASEMENTS. RESERVATi0N5 OR RESTRICTIONS OF RECORD. • BEARINGS SHOWN REFER TO ►1iE 4FcST LINE OF THE EAST HALF OF SECTION 8. ToWiSHIP 48 SOUTH. RANGE 25 EAST, AS BEING N. 00'24'39' W. v NOT VAUD WMPA THE NUM An Lnlkdo�kN� THE 00cm RAW HOLE MONTES & ASSOCIATES SEAL OF A N. MU DOGIN= / PLNKX / SURVErolls LICENSED S'iM1l = 00119 101110M oOMIT AND MAMER. MOM VEM now ao I!r) ors• HOLE. MONTES AND ASSOCIATES. INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY: P.L.S. 4175 STEPl1pN` A. SEDLER STATE OF FLORIDA CH AND LEGAL DESCRIPTION w unarm ow REA OF A CONS©tVA7M A EAST HALF SECTION 8 = 4 97 a RL TOMNNSHIP 48 RANGE 25 .NA 787.424W PROPOSED QUAIL WEST PHASE 3 sa ..,.. • w� SAS i7Z4WF 9-1942 oc-�i 4Pm^) CWV LSE 4=7 Milow eV I• V s s anw2r w S 7r E xtm s � N �' w N a1+rNer n.af p� t w w or isw IF s 9r3r .' w s .� c ratio' soe�dc" • aw ssa1 wrt s wr4s�^ # N N om,3r w Lw7,3Y 207 rK CAST 1W/ SCION6 >. Poc LEGEND POC PMIF OF COLMENCEINDNT PM POMT OF 6EOW04 HOLE MONIES do ASSOCIATES DQNWS / PLmmm / 51/IYEICRS now Aw11NMI f11tT om IrNNwNL AAIM see pNl) WON U 9 W 0 *NOT A SURVEY* s srsrsr IF N ;Mr, M ! nf� w L N 14wN.'0� w s ra7T LEM DESCPWIM A FAKM OF LAND LOCATED N MWN a W M W 46 SW7N. RANGE 26 EAST. CMMM COWW. FLORIDA. BEING WW PARIIQRARLY r r 4 ' OE, AS FOLLOWS: COWIDNCE AT THE SOUIN OW I R GORIER OF SEC710N E TOWOO 44 SOUTK RANGE 26 EAST, CMM CM . iLOIMDk RiMM MM N. 007e3r 7L FOR A DISTANCE OF 2=25 FEET; AE7KE RUN K WW21' E FOR A DISTANCE OF 1756.08 FEET TO TIE W 9WE _ - OF TIE PARCEL W LAND Nf1EN OESG71 U04M NUN NL S E FOR A DISTANCE OF 17.63 FEET. AQ/CE NUN S. *"SW E FOR A DISTANCE OF "7 FEET; DOOM RUN s WW'1r E FOR A mTmm OF 12.23 FEET; OOKE RUM S 19^Ir4r E FOR A DISTANCE OF 36AO FEET; AERCE MUM S 00 WW E FOR A DISTAUM W 4SM FEET. INDUCE MM S. OrJB 20r W. FOR A DISTANL2 OF 3Z.00 FEET. IgDIM RUN S. Or46'O1' W. FOR A DISTANCE OF IM22 FEET• MCE IMM i O6'WW E FOR A DWAMCE OF 70.46 FEET. 01DU KO S. 273r41' It FOR A 01STANCE O: 2IL21 FEET; 1NE110E NO S i4'1r32' IE FOR A WTANM OF 13.04 PEST; TW "M 1MMN S 05sr4r E FOR A DISTANCE 17F &00 FEET. W M7E OW i 56 21'4r E FOR A DISTANCE OF 0.46 FEET; UDKE RUM N. 6T36'3r E FOR A DISTANCE W M-% FEET; THENCE MUN S. 46'SWSI' E FOR A OSTANCZ OF IL41 FEET; INWE MUM S. 047E34' W. FOR A DISTANCE OF 1132 FEET; TNtMCE MM S. 2CS27r w FOR A DISTANCE OF 44.64 FEET; IHENCE ON S. 0@WW IL FOR A DISTANCE OF I&W FEET; WOKE MM S 31'WSr M FOR A DISTANCE OF 13664 FEET; SO= MM N. BMW W. FOR A DISTANCE or 1&42 FEET; 111WNCE MM N. 36WW W. F(P A DISTANCE OF W73 FEET; TNDNCE RLM IL OWW3D' It FOR A DISTANCE OF IWX FEU. pio@CX MM N. 0175'W I1. FOR A OISTANCE OF 113.28 FEET; HENCE MJN N. OYIS'SS' E FOR A 01STN CE OF 77AS FEET; HENCE RLM N. W36'S1' W FOM A OISTANCE OF 61.01 FUT TO IME FONT tIF �rNM!` CONTAINMO a4402 ACRES, MOMS OR UES& Dli *i SUO.ECT TO EASFMDNIS. MESMA106 OR RESIIUCIMM OF RECORD. OEADNM SItOMN NEIEOM RUM 70 INE SST LME OF PC EAST HALF SECIM IL TONMMW 46 SWRANGE 26 EAST. AS WK M. ar24W W HOLE MONIES AND ASSWAI M INC. 13 RIIFICAIE OF NLMiFR to t P" 4173 jfSlEFWW A SEIDLEII STATE OF FLOIODA my vAm wmN f SKETCH AID LEGAL In NOPYW IeossN M. �ea1P6N 6Mc 1uE SI6w►AK AND OF A CONSOMAIM AREA K OMGNAL Rmsm!IIlsli SEAL Oi A FLEA EAST HALF SECTION 8 z 4 97 8 UCEMD S11RvM TOWOW 48 RANGE 26 AR 48 W.224M1 ue MAC. PROPOSED QUAE %ZEST PHASE 3 K - -� SAS "A,AWwa ♦19:3 GRAPHIC SCALE I 0 30 ♦w P.O.C. SW CORNER OF I SECTION 8-48-26 LEGEND P.O.C. POINT OF COWIENCEMENT P.O.B. POINT OF KGINMNG 1 u ♦.1.3D' 1 27.2r 11. 7L17 N M BMW E C3 •1.1 27.tr 27.30' N E /M'1dO6: t>E,'7r3t' 1 co •O.Or scar 5a•r S 36RJY!' w m•' . C7 ♦SOY 30M 2L53r S t67S2Y w 3F1r1t' cB •S0' d$l41 AM S DIMM' w 3.17r33' r AV ♦ � . IF • 3z 1 IF CIO C11 now 2'11S 310.r s 05t2-e E IsIrw C12 q.Or tad$' Mae s Ir1sw E 2"sr2Y d3 a.47 21.17 21.21' S 3C4rOr I r IF 1If7•r06' S o N VW347r 2• CI B 241"S 141.2s 13a31' M OSW22' M 3TSr3Y HOLE MONTES & ASSWATES ENMERS / RAM RS / SI KYORS men AMMIEl sww soft !KK RBBML 34a1B RA1\ BBD- m LECAL DESCRPT1M A PONVON OF KCRO" L 701 "I "V N SOUIN. MANGE 26 EAST, CGLLIER C"T►, FLOM^. KNC M M[ FARTICLAARLr O[sC MED As FGLLOIK: COMENa ATM SOUINOEST LORMEN OF SECIOM S. IOPMSI•F 60 SOUTH. NANCE 26 UST. COWER COUNTY, FtANBt THENCE RIM N0024'". ALONG M REST LINE OF M SOLIT"NEV ONE-ODARRII OF SMD SECNOM 6 FOR A DISTANCE OF 1d$S OD FEET; RLMCE RIM N BB3Nr t FOR A OSTANCE OF 1,111716 FEET 10 TV4 FOBLT CE tORNIBC OF M ►ARm OF LAND NERM OESCMKO Me A PMT M A COM AN OARVE. CONCAVE SOUMASIMy. 1A105E RADRS Pp1T KARS Mf7'WW1,. A DISTANCE OF 7.0 FEET TNOLFNOI: rwEMCE NtM NORINEASITAY, ALONG M ARC OF SAID 00VE M M MGMT. MAMNC A RAW$ OF 7.00 FEET. "'NOUG" A C[MIRAL ANGLE or Ia77r01'. 90TENDED BY A C"OND OF 11 03 FEET AT A KMMC OF N.♦rsr2ort. FOR A DKT.MCE OF 1170 FEET TO A PONT M A CINCUM CUR*. CONCAVE • DISTANCE OF 11Q 30 FEET FROM, -VSM RUM I[ SIERr. ALONG M ARC OF SAB OAM TD M LEFT. "MONG A RA0U5 OF ♦130 al. IMADUM A CETR NAL ANOE OF 36`0TW. %WIENDCO 91 A CIOM OF 2B.03 FEET AT A KARIM OF N LTS3'31'L. FOR A OSTANCE OF 17.29 FEET TO A FOMT 00 A CkG CURVE. CO"CAK SOURNOLY. "M NADRJS POMT KAM$ S,34T3f'2n_ A OSTANCE OF 4174 FEET TMEKTnO . MNCE " EAs/MIY. ALONG M ANC o< SAB CUR* To M M017. "AYNC A RADRP' or .174 FEET. �„,awOUcs.,A,„OZMmAL ANGLE OF y7r51'. SUBTENDED BY A C110ND ¢- 2A MCOMM fWFT,7.T AT A KARMC OF N.B•1rOVE. FORA -a-. Z7.6) FEET TO ►Ow1T A COM taJR*. C�1,=V,,'ARDS[ RADUS MOT KARS „w .p2 y32r. • oF-,J.b3 FEET TMREFROM, `:.,,,INCNCf RIM 56UTIAE)Iklc':Alo�fO'-_;AN[ ARC or SAID CURVE „M R4i. NAr•4S-.AU `R. Q 2BS FEEt, 1N1101R'H #me Now OF /jzB"�Y�S�lp1p[D OVA CNCMD •Bf F¢r,Rsr.KAIRNiF, br�lw E.. rM A . df i - eFrr. m 1. Eli A CIMCULNI CAlMVL_ rti.. A 061 OF M153M'iT `� �� FELAD RUM SOU TrE "� 0 M M`fiAMN6Y. A ■ HIS T. DF TCRNK6' BY tf, Do F�T Al • �.BOTI'3rw.. ►STANCE NM /a21 ►ELL ro ':DM A CBMAAR COMCRIA soLit/LASTENtr R " FOMT KARS IB A 06TA11M OT 60.0 T ` 1LSFROAI: SMM SOLIRIVLS1UlY, KRSAO NCNIK t o E OF A RADM15 A ONMD OF 4 :kat a mox. lAi A BEANBAG p 1 r MA 5w62 FUi TO A i°Mfi=AFCRIOAAR * MESIE LY. v10» PONT KARS A DISTANCE OF ♦igp, [ET TNEKFROL' ARLM 900THE LY. AL.dIC„''1L 51RO' 0/ SAID CURVE ,41MI. M%44 A N or •a it at CpTRAL ARM,iE iors'. LRIOIDED. IROAq or 2833 Afi�V1 iRARBIG OF SN75 2Yw, DIS a�FEET TD,A ►ONTO A NORUAR F Y R irbf BAONS PONT KABS 1L ABC a SAD CUR* ro M M of 4100 MET. MNOIGM A C[M Af: 4F ,3 3r. SUBTENDED BV A 0400 a a 6B rd10o at`KMMF Or &.OB7rfl1_ FDA A D6TAFNi-„OP""10.•3 FEET ro A PONT OF R[VOq[ DUB*. CONCAVE VIESTOLY, MINCE RBl SODUNE LY. ALOMC M ARC OF SAID 01R* TO NNE RENT. WAVING A RAMS or Woo MET. WJOL104 A CENTRAL MMU Or 4T1s55'. U*IE CM BY A 0NOR0 OF 44.0 FEET AT A MEANING OF SRFd$WOr`N. FOR A OMAMM Or 40.46 PUT TO A POW M A OBOILAR QIRK. CONCAVE CMWWY. RN= NADRIS PENT ALMS ssrnwW.- A MSTANM IN" SOU'"Ifty' NAM M ABC OF SAID OLIBK TOTM LIM "AWE OADW or 4300 FUT. RINOLMGN A CDITIK AN" OF 4:M*J2'. *NOT A SURD SAIEDED BY A 0.0110 OF SLSI FEET AT A KANMC OF SoBTr17'", FOR A DISTANCE or 3321 FEET TO A POINT OF REVERSE CUMVC CONCA* KSYMY. MRM MUN SORMRLY, ALdC M ARC or SND DOVE TO THE UNION, NAVRNG A RADIUS Or 1500 FEET. INNOUCN A CENTRAL A► CLE OF rs179•'. SUMMOED BY A OPOM M 2503 OUT AT A MEANING OF 1p5'IZ5n- FCR A DISTANCE OF 2515 FEET TO A PONT M A CIAMAR LLNK. CONCAVE EASTERLY, 1we% RAOM FONT KARS SB6']B'31'E.. A DISTANCE OF 400 FEET A1VM7WJM- MNCE RIM SWTNEILY. ALONG TIL ARC OF 9AB CUN* ro M LEFT. NAVBN, A "AD" OF AO.00 FEET. "WOUGM A CENTRAL ANGLE Or 21Mr29'. 9UOTEFBED BY A CNORO OF ID24 FEET AT A KAMNC. OF Stollf*rt. FOR A OSTAMM of 2a46 FEET M A PONT ON A CMCLLAN CURB. PL6fWlY[�.. A DISTANCE CF {2 2 FEET RAORPS�INUEF110N. wLNCE RUN SMlNE^STMy. ALONG M ARC OF SAID CUBS TO RNE U", WAVING A RAOS OF OL42 FUT. RNORRN A CENTRAL ANGLE Or 193eW. AIOW"DED BY A I M M OF 21.21 FEET AT A KMMU' OF 53D43'O3•E . FOR A INSTANCE OF 21.32 FEET TO A PORT M A N30CLAAR CLWW_ COCA* MMI/1MESIEALY. OIOK NAOUS PONT KARS i4T2rS•'w.. A DMIA"M Or 7.0 FEET TMO UWW MNM RU" S0ANpMn1MNLT. ALONG M ARC O SAID CURVE TO M MICKY. 11A11BN. A RADRS K 7.00 FEET. IMMOUCH A M MAL ANGLE or HIS9r3r. %INTENDED BY A C"MD OF 11M PUT AT A KAMMG OF S421OAr13'W. FOR A DKTAMCE or 2a 1B FM TO A FOMT ON A 0RC A MR CLIME CO NCAIE NORIMMTMY, wmM ARMS POINT KARS M.441s36Z. A OSTANCE or MOD FEET 7NEMEFRO. TMENCE RUN NORIMRSIEILV, ALOMC M PAC OF SAID CURIE TO M WK T NAMIG A RADIUS OF 25,0 FEET. TNGLR01 A CENTRAL ANGLE OF 2♦p"3S'. SUBTENDED By A CNOD or lad$ FEET .T . KABNC OF N. 33'A'36'w. FOR A OKTANCE OF 1054 FEET TO A PONT M A CNCU LM OURS. COMCA* EASTERLY. "NOSE RAMS ►DINT KARS ft.M'3V12'E.. A DISTANCE Or 24S 63 FEET MNEMW THENCE RUM NIORTI MV. ALONG M ARC OF SAID CUIK 10 THE M10rt, NAVMC A RAOM OF 24S.0 MET. VVICAJ F A CENTRAL AMr1E OP 3276'SY. SYORIDEO BY A OIOM or 130.31 FEET AT A KAMMC OF N0510'22"w. FOR A 067ANCE of 1.1.25 FEET TO A POUT CE REVERY C{NK. CONCA* BESIELY. DOKY RIM NMI/ROILY. ALONG M ABC OF SAD CLUNK TO IME LEFT. 11A%Wr A MAJMS OF 4MOD PUT. SMINION A CENIDAL ANGLE OF 137r3T, WINDED BY A C"M O 107.29 FEET AT A KAIMIF OF NO 4015'C. FOR A DISTANCE OF IV.S3 MET M 1L POR7T D LGROM CONAPAMC 0.125 ACME. IDIL M LESS "DIES SULIECT TO EASEMENTS NEYRVATIo"S M M M MCT1ONs OF NICOPD. KARIMGS 2"OM KNEM AUTR TO M 1QT LACE' M SCU1."F.9T ONE_QAMIM OF KCUM R. 100OW N SOUTH. OAHU 26 EAST. COLUER CanTr. r OMDA AS BEING ".00243111R MOLE, MONKS AND AS90C1AIM MC CERMICATE OF AUIIIORZAIDM MOW Lf pJ77 HIV �' ►.s.. p26 iR1OMAtt 1A ARRIINr ST412 OF FLOROA NOT VALID MRTNOUT THE SWAT M+D SKETCH AND LEGAL DESCRIPTION �" R• THE OR1M RAISED OF A PORTION OF SECTION 8, of. SEAL OF A ROMDA TOWNSHIP 48 SOUTH, RANGE 26 EAST, Kim LICENSED SURVEYOR AND MAPPER. TWd 87.24W 26 owdar Ma 8724HRE 9-2118 •b• aYf c*'f M a, s LEGAL DESCRIPTION r i • srorr A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH. RANGE 26 EAST, o OL W—Or c COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 8. TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N. 00'24'39' W. ALONG 11I7 THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 2851.82 : FEET; THENCE RUN N. 89-35'21' E. FOR A DISTANCE OF 1857.34 FEET TO THE • POINT OF aEG,IN MG OF THE PARCEL OF LAND HEREIN DESCRIBED. THENCE RUN N. •_+' i _ �a� ar y 18'S9'38" E. FOR A DISTANCE OF 46.19 FEET TO THE BEGINNING OF A TANGENTIAL Poe CIRCULAR CURVE. CONCAVE SOUTHEASTERLY, THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET. THROUGH A CENTRAL ANGLE OF 6212'36% SUBTENDED BY A CHORD OF 25.83 FEET AT A BEARING ►� m OF N. 50'05'56' E.. FOR A DISTANCE OF 27.14 FEET TO THE END OF SAID CURVE; + THENCE RUN N. 8112*14" E. FOR A DISTANCE OF 50.04 FEET; THENCE RUN S. 0398'57' +fr�• ..r E. FOR A DISTANCE OF 38.53 FEET; THENCE RUN S. 2554'14' E FOR A DISTANCE OF 73.28 FEET; THENCE RUN S. 17'16'36" E. FOR A DISTANCE OF 46.05 FEET TO I o- x r "<,.. 1y� THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE. CONCAVE NORTHWESTERLY; THENCE ► RUN SOUTHERLY. ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF e % 15.00 FEET, THROUGH A CENTRAL ANGLE OF 156'40'23'. SUBTENDED BY A CHORD OF 'ar u y ' 29.38 FEET AT A BEARING OF S. 61W35' W., FOR A DISTANCE OF 41.02 FEET TO THE END OF SAID CURVE; THENCE RUN N. 40736*13' W. FOR A DISTANCE OF 43.58 F A ► FEET; THENCE RUN N. 57 49'25' W. FOR A DISTANCE OF 26.34 FEET; THENCE RUN N. �1 1,631215' W. FOR A DISTANCE OF 51.49 FEET TO THE BEGINNING OF A TANGENTIAL tOAAR CURVE. CONCAVE EASTERLY; THENCE RUN NORTHWESTERLY, ALONG THE IARC OF SAID CURVE TO THE RIGHT. HAVING A RADIUS OF 20.00 FEET. THROUGH A (v i � e , `CENTRAL ANGLE OF 82'11'53'. SUBTENDED BY A CHORD OF 26.29 FEET AT A BEARING ■ - +ss OF N. 22W'19' W.. FOR A DISTANCE OF 28.69 FEET TO THE END OF SAID CURVE AND v c ay,�,r THE POINT OF BEGINNING. CONTAINING 0.2662 ACRES, MORE OR LESS. NOTES: SUBJECT TO EASEMENTS. RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF THE EAST HALF SECTION 8. TOWNSHIP 48 SOUTH. RANG 26 EAST AS BEING N. 00'24'39' W. GRAPHIC SCALE HOLE. MONTES AND ASSOCIATES; INC. p ► p rs CERTIFICATE OF AUTHORIZATION NUM03ER LS 1772 sew 0 max) BY. P.LS. 4175 SIG EN A. 5EIDLER STATE OF FLORIDA sar>»• oowa aec a •a Ewa s POC LEGEND IIDT V" wlWIT SKETCH AND LEGAL DESCRIPTtO!! o�o..a NM1>E POC POINT OF OOr1ENCO�T O TEE SWAIM M OF A OONSERVAIM AREA iI1N Oe PPANT of pEQNlMl6 RMSEAS A O M EAST HALF SECTION IL I" ; 4 97 a HOLE IrIONTES do ASSOCIATES IICEM�D SWAM *p 48 SOUTH. RANGE 26 EAST xR ed 87ZNgI OIOIIEEffi / iIAINEIIS / SUIVE1lOIK PROPOSED QUAIL WEST PHASE 3 w.e «I Nw[r AMD MAKER Za ivwft air_ jm ss.ae eocar _ ► w SAS9724W1 h190 a O GRAPHIC SCALE 17D [K nr.T 1 F,11 P 3k ssu+N W oo�a sra s. nr. a, w+n si POC LEGEND N rrw'W [ 14,[r N A71's�' an' N = N 3wsr ' now N am -*I 2&W N ��\[ N ,or fir\ % POC POINT OF OOWEriCEMENT POO POINT OF KGI N II4 0 LEGAL DESCRIPTION p, A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, a' s »• c COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION S. TOWNSHIP 48 SOUTH, s frar r RANGE 26 EAST, COLLIER COUN TY, FLORIDA; THENCE RUN N. 00'24'39' W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 2386.66 • FEET; THENCE RUN N. 89'35'21" E. FOR A DISTANCE OF 603.61 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIM; THENCE RUN N. 09'24'27" E. FOR A DISTANCE OF 12.26 FEET; THENCE RUN N. 7351'47' E. FOR X A DISTANCE OF 23.52 FEET; THENCE RUN N. 5542'00" E. FOR A DISTANCE OF 28.30 FEET; THENCE RUN N. 06'29'11' E. FOR A DISTANCE OF 39.78 FEET; THENCE RUN N. 17'47'39" W. FOR A DISTANCE OF 30.41 FEET; THENCE RUN N. 0634'11 W. FOR X A DISTANCE OF 24.99 FEET; THENCE RUN N. 07'5445' E. FOR A DISTANCE OF 95.55 FEET; THENCE RUN N. 20'53'05' E. FOR A DISTANCE OF 23.66 FEET; THENCE RUN N. " 16'35'16' W. FOR A DISTANCE OF 30.22 FEET; THENCE RIJN N. 26'31'35" W. FOR A DISTANCE OF 28.11 FEET; THENCE RUN N. 77'01'45' E. FOR A DISTANCE OF 14.59 FEET; THENCE RUN S. 5416'32" E. FOR A DISTANCE OF 31.20 FEET; THENCE RUN S. 32'51'01' E. FOR A DISTANCE OF 29.28 FEET; THENCE RUN S. 12'47'52' W. FOR A DISTANCE OF 21.37 FEET; THENCE RUN S. 25 44'37' W FOR A DISTANCE OF 53.81 FEET; THENCE RUN S. 07'26'59" W. FOR A DISTANCE OF 39.74 FEET; THENCE RUN S. 06'05'O4" E_ FOR A DISTANCE OF 82.21 FEET; THENCE RUN S. 38'S0'33" E. FOR A DISTANCE OF 25.93 FEET; THENCE RUN S. 64 40'25" E. FOR A DISTANCE OF 90.56 FEET; THENCE RUN S. 2621'20' E FOR A DISTANCE OF 27.48 FEET THENCE RUN N. !! 72'47'56' E. FOR A DISTANCE OF 24.16 FEET; THENCE RUN S. 60'48'21' E. FOR 74- A DISTANCE OF 69AS FEET; THENCE RUN S. 41'11'37' E. FOR A DISTANCE OF 31.45 if FEET, THENCE RUN S. 2731'29" E. FOR A DISTANCE OF 52.07 FEET; THENCE RUN S. Ate t ` 1610810" W. FOR A DISTANCE OF 28.23 FEET; THENCE RUN N. SSIO0'32' W. FOR A DISTANCE OF 29.04 FEET; THENCE RUN N. 51'01'41' W. FOR A DISTANCE OF I 120.28 FEET, THENCE RUN N. 6931'19" W. FOR A DISTANCE OF 77.23 FEET; THENCE _ I RUN N. 79'53'32' W. FOR A DISTANCE OF 3Z99 FEET; THENCE RUN N. 6840'56' • s c : W. FOR A DISTANCE OF 81.34 FEET TO THE POINT OF BEGINNING- CONTAINING 0.6134 ACRES. MORE OR LESS. [.I • I j; NOTES: SUBJECT TO EASEMENTS. RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFE9 TO THE WEST LINE OF THE EAST HALF SECTION 8, �4. TOWNSHIP 48 SOUTH, RAVE 26 EAST, AS BEING N. 00*24*39' W. • s • HOLE. MONIES AND ASSOCIATES. INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 r � L BY: P.L.S. 4175 SIEPHM A. SEIDLER STATE OF FLORIDA NOT VAID MIMW THE SpLATuK An �oK ormmK RA15EA HOLE NONTES & AS=ATES SEAL OF A nAADA DISIImIs / RAIfim / 9IRtlEI= LEDISED SURVEYOR 11111110 rI omw ow AND YAPPER. am gum FAM to-ON CH AND LE"L DESCRIPTION OF A OONSERVA7= AREA EAST HALF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST PROPOSED QUAIL WEST PHASE 3 Jut Im PW 48 37-24W us r- m4WJ 9-19" 6 1Li1 O N Ai v GRAPHIC 40 • 10 ( MI r=T LEGEND POC POINT OF COMMOKOENT POO PONT OF KGNOINIG HOLE MONTES do ASSOCIATES Doman / PLWM / SiJ1arMS 1A A1wIN1M SST PMN1I s1Maa NAM. � ow) at -ON LEM OESCRP101 A PAPCEL E LIMO LOCAYM IN SEC110N a. TO M %W M SWIM. RAMM 2/ FAST. ML" COUNTY, MOIIIOA, OEM WK PAIt"CIAALY OCKMIM AS FMLOS, COMMENCE AT VC SONTN OUAMM CONFER OF SECTION a. 1O1NSIi M SOMM. RANGE 21 EAST. MLER CMNTY, njMll MACE MN M. OW243T' 1. ALONG TW VIES. LIE OF TIE LAST HALF OF SAID SECIM a I= A pSTA M OF 31211,16 FEET; nO10E MM N, W3W ' G FOR A MSTANCE OF 4w4s Fw TO 111E 10 4 EO OrVE PARCEL OF LAND 1�1 MSCIE; V010E NW M. 01'2,91 •. FOR A 0MMW E OF MLW FEET; 14MM No N. OWSnl' L FOR A OISTANCE OF 3MV FEEM VOICE MA N. S139W G FOR A WTANCE OF M43 FEET; DOICE MM & 7/V3'W E. FOR A ONLTM M OF E M PUT SONG MN S WW2r C FA A OISTAIICE OF 41,49 FEET SO= MM S $W*r23' E. FOR A O VM= OF a.72 FQT. VOICE MN S 21=3r It POR A SMA11OE OF 31.77 FEET; VOICE MM S /OVrW E: MR A DFMM W UM FM TIRNCE MM S. 21 Zr1r E. Pal A OISTM M OF 11.2/ PEST; MM ON & a74'Ir E. FOR A OISTMM OF UM PEE.; VOICE RIP/ S MSYW E I= A DRTTMU OF 2322 FEEL 10NC[ MM S W2r37' C FOR A OISTANM OF MIMI, MM SOKK bN S 2a1WW G Pal A OISTANM OF M06 RER 101M RIM S OIWN' E FOR A OISTM M a 23.31 FEET; TIIDICT[ MM S 2S3YT7' S Pal A OISTmm OF 3&W FEET; SIDME MN S UV4*W ML FM A OWANX M 44a2 FW. V0ICE MN E 7a Tor E FOR A 01STAMM OF lZM MIX 1 IM MM N. 31'4rW M. FOR A ONSTANCE E 37.4* FEET; W04M MW M. 70' rW N MR A DISTANCE OF 29M FEET; THENCE MM S 7322Vr W. FOR A OI AMM OF UM FEET DOKE MN S 4O'3 W M. FOR A DISTANCE OF "A7 F. IMM MM S 2fWIr V1. FCM A OISTANCE OF Mal HZT VOICE MM E 7S'21'W S FM A OISTA/CE OF /1.ZI FTET. VONx MM N. OnY3d R Fat A VSTAM;E OF 1M.17 FEET TO THE POINT OF MFCWNa COKTANMO *M30 ACMES. MOUE OR LESS NOTES: M"CT TO EASID091S. NESXVIArAM OP N[SMICMO OF MTJ IM SEAMMM SINOMFN NOIM 00V TO 1E NEST LME OF THE EAST NALF SECTION a TOWMW sa SOUV1. RM M It UST AS 90M N. ODZCii W �WON=t TE AND �0�`A PC m 7 :2/ Illy -PA.& 4175 SltPMM A 98KOt STATE OF PLEA Nor VLD M TM SKETCH AND LEGAL D--- I ION Rarsol ML NXW~ alaE TIC NUTIM AND OF A OONSMAIM AREA 1uF�ITs K OVANK am SFAI OF A FLOMM EAST HALF SECTION a. 4 D7 • lCBM TOMRaW 48 SOUTH. RANGE 26 EAST imFW746i 'W /�E�. 97'_ AND NAPROPOSED QUAIL WEST PHASE 3 � • _-- SAS >Ilntlnt q !-1! c+7 c+7 M 0 w »'21' C 3 easy GRAPHIC SCALE p O 70 A b ( ar rser ) Wm 1/4 sec r:..& OW W Poc LEGEND PM PMT OF PW PMT OF KOING COMMIDICEMENT N mmlw c 120r F " NOT VAUDWAE MRAND rNE s�cw►n� AND LFLILJV�ekK�ONI W MW HOLE MONTES & ASSWATES SEAL OF A ROW DIaNEM / PLAN16Rs / s ff*) s LICENSED SURVm 0IIIIIIIAlmmmsow AND NAMM LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26. COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N. 00'24'39" W. ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 3511.75 FEET; THENCE RUN N. 8935'21' E. FOR A DISTANCE OF 501.62 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN S. 39'01'24" E. FOR A DISTANCE OF 12.08 FEET; THENCE RUN S. 21'29'09' E. FOR A DISTANCE OF 26.87 FEET; THENCE RUN S. 4890'16- E. FOR A DISTANCE OF 30.28 FEET; THENCE RUN S. 7412'44' E. FOR A DISTANCE OF 26,58 FEET; THENCE RUN N. 77'39'20' E. FOR A DISTANCE OF 22.05 FEET; THENCE RUN S. 02'34'28' W. FOR A DISTANCE OF 53.81 FEET; THENCE RUN S. 61.51'14' W. FOR A DISTANCE OF 46.56 FEET; THENCE RUN S. 17'22'30" W. FOR A DISTANCE OF 25.40 FEET; THENCE RUN S. 6229'28' W. FOR A DISTANCE OF 15.77 FEET; THENCE RUN N. 8742'23" W. FOR A DISTANCE OF 27.42 FEET; THENCE RUN N. 6357'32' W. FOR A DISTANCE OF 13.61 FEET; THENCE RUN N. 11 *52*52' W. FOR A DISTANCE OF 11.56 FEET; THENCE RUN N. 1316'28' E. FOR A DISTANCE OF 31.67 FEET; THENCE RUN N. 04'1329' E. FOR A DISTANCE OF 83.64 FEET; THENCE RUN N. 11*32'47' E. FOR A DISTANCE OF 32.37 FEET TO THE POINT OF BEGINNING. CONTAINING 0.2257 ACRES. MORE OR LESS, NOTES: SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF THE EAST HALF SECTION 8, TOWNSHIP 48 SOUTH. RANGE 2b EAST, AS BEING N. 0024'39' W. HOLE, MONIES AND ASSOCIATES. INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 00, Z BY: `r1 / P.L.S. 4175 S75W A STATE OF FLORIDA CH AND LEGAL Im rc r IPTION .nsa�clo..a OF A C.ONSOMATION AREA ......,. EAST HALF SECTION 8, s72aw TOWNSHIP 48 SOUTH. RANGE 26 EAST x1t q PROPOSED QUAIL WEST PHASE 3 ur US ?N= a724WL 1 9"I90 0o 4h C" 6 O� Ns7 O N O n1►.o+� 3 GRAPHIC SCALE �e o 20 sm .a ■ n s Poc LEGEND POC POINT OF COMMENCEMENT POO POINT OF BEGI NNG M W31rw r s "llo r • 1331 17.W NOT V" WOW ZMAK An N'A 00ML RAISEt HOLE MONTES & A$SOCIATES SEAL of A ROM E ow$ / Himm s / suR*-m LICENSED MErOR 16r6 NNN"sN f1IET AM YAPPER alnw 91111p omm s11O (Rp1)1..44N. LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECT" 6. TOWNSHIP 48 SOUTH. RANGE 26 EAST. COWER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS- COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 6. T01M4SHP 48 SOUTH, RANGE 26 FAST. COLLIER COUNTY. FLORIDA; THENCE RUN N. 07143➢" N ALONG THE WEST LINE OF THE EAST HALF OF SAD SECTION 8 FOR A DISTANCE OF 4737.45 FEET; THENCE RUN N. 88-33'ZI' E. FOR A DISTANCE OF 1939.01 FEET TO 111E MMLJ¢ X912M OF THE PARCEL OF LAND HEREIN DESCRIBED: THENCE MM N. 3431'18' E. FOR A DISTANCE OF 8.24 FEET; THENCE RIM N. 79W42' i. FOR A 015TANCE OF 32.56 FEET; DENC.E RUN S. 38'41'06' L FOR A DISTANCE OF &M FEET; THENCE RUN S. 21V0'27' E: FOII A DISTANCE OF 78.66 FEET; HIV= RIM S. OrAW E. FOR A DISTANCE OF 7439 FEET; TiENCE RUN S. Ir43`W E. FOR A DISTANCE OF 99.60 FEET; T1EMCE RIM S. 77'45'20r' W. FOR A OWN CE OF 17.25 FET:T; THENCE RIM N. 55Z4Y9' W. FOR A OISTANCE OF 13.33 FEET; T14[110E RUN IN. 31*46*55' W. FOR A DISTANCE OF $7.24 FEET; DEUCE RUN N. /7V6'33' 1L FOR A DISTANCE OF 62.65 FEET; TENCE RIM N. 102VIS' E. FOR A DISTANCE OF 5257 FEET; THENCE RUN N. 3611*17' N FOR A DISTANCE OF 33.23 FEET; MINCE RUN N. 08122'01- M. FOR A DISTANCE OF 4193 FEET TO THE ea O KQMM CONTAINING 0.2275 ACRES. MORE OR LESS NOTES: SUBJECT TO EASEIiNT% RESERVATIONS OR RESIMC"M OF RECORD. BEARINGS SHOW HEREON REFER TO THE 1TEST UNE OF THE EAST HALF SECTION a TOWNSHIP 48 SOUIN. RANGE 26 EAST. AS BEING N. 07209' W. HOLE. MONIES AND ASSOCIATES. INC CER11FiCATE O AUli4 RIZATION KIIRL/7HLA /772 n BY: `�`� P.L.S. 4175 Si0WV A STATE OF FLORIDA ETCH AND LEGAL DESCRIPTION .Lrso1H N. eTatolnlal 611i OF A OONSERVAIM AREA EAST HALF SECTION 8. „" >< 4 7 8 TOW4%W 48 SOUTH. RANGE 26 EAST Alt � 87.24M PROPOSED QUAIL IIEST PHASE 3 26 114�. SAS a72AUM �17 sT aY'30 M M 6 QI Lam'/ �N N a N Nt�fr [ N�1„t r f T t x� GRAPHIC SCALE 4? >• M M (msar) UL M n PM LEGEND paPar �rr s «war t s j ci NOT Wj D wwdmR THE SRNAANE AND �elK ONMK W HOLE MONIES & ASSOCIATES SEAL OF A FIMMA E11dIHFDIS FLNBQ4 >t/IAETAJAS LICOISED SDtlE10R �w AND YAPPER. m.�.a►�s 6M0 t!# LEGAL DESCRPTION A PARCEL OF LAND LOCATED IN SECTION 8, TOWNSHIP 48 SOUTH. RANGE 26 EAST, COWER COUNTY. RDRDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION S. 701MV 46 SOUTH. RANGE 26 EAST. COLLIER COUNTY. FLORIDA. THENCE RLIN N. 002430* W. ALONG THE WEST LINE OF 7HE EAST HALF OF SAID SECTION 8 FOR A DISTANCE OF 473IL" FEET. THENCE RlN N. 60 S'21' E FOR A DISTANCE OF IM-40 FEET TO 111E OF THE PARCEL OF LAID iEi(EN OESCRf I ; THENCE MIN N. 762 lm E FOR A DISTANCE OF 61." FEET; THENCE RUN S 67.44%r E FOR A DISTANCE OF IMS FEET; THfJieCE AN S. 44'44W E. FOR A DISTANCE OF /0.88 FEET; HENCE RUN S. 07'10"11' E FOR A DISTANCE OF 26.05 FEET; THENCE RUN S. 09 32'S1- X FOR A DISTANCE OF 34.24 FEET; 7H lEM E RUN S 02"30 3r E FOR A DISTANCE OF 44" FEET; THENCE RUN S. 57W32" 1w FOR A DISTANCE OF 2L35 FEET; THENCE ROIL N. OM4'2r 1L FOR A DISTANCE OF 24.26 FEET; THENCE RUN N. 29'W5r E FOR A DISTANCE OF 11.68 FEET; THENCE RUN N. 04 40'3r ML FOR A DISTANCE OF 24.33 FEET; THENCE RUN N. 2090443' IE FOR A DISTANCE OF 93-V FEET TO THE POINT aF 9Ea1DIMING CONTAINING 0.2003 ACRES. MORE OR LESS NOTES SUB.ECT TO EASEME?ITS. RMWA706 OR RESIRIC'MIS OF RECORD. BEARINGS SHOW HEREON REFER 70 THE HEST LINE OF THE EAST HALF SECTION 5. TOWNSHIP 48 SOUTH. RANGE 28 EAST. AS &'..MiG M. W24'3r 1L HOLE. MONIES AND ASSOCIUTES WIC. CERTIFICATE OF AUIFIORQATIOHt WIiIM l LB 1 BY: P.LS 4175 -T ilia STATE OF FLORM J EM AM LEM DESC!lrI OF A OONSOMIM AEA �'• rH>w a+�I EAST HALF SECTION 4 4 7 TOVINSH IP 46 SWK RANGE 28 EAST An p a•� PROPOSED QUAL IEST PHAW 3 26 SAS 6724WM /-1l60 4=0 d+ e+7 crf a O N C7 NE-12—ILVA ► —al Jlm. GRAPHIC SCALE aoo a wo sco Lao ( tx sar ) CURVE RADIUS LENGTH CHORD BEARING `. I DELTA Ct 41o.00 185 96 164. N 137S457 25591 C2 440.00' 154.52' 153.72' N 1619 4e, ' f 2DOr14'' C3 510 00 294. 290 9 N =49 58, N 33137407 C4 440.00' 322.97' 315.7r N 18 22'07' < 42MY241 C5 440.00 244.1 ff 240.98 N I O 09 4 14 C6 660.o0' 420.W 1 413.71' 1 N 1610'46 .E, -31'S0' C7 740.00 233.29 232.32 N 0656 46 45- 1 CS 1270.00' 363.06' 361.81' 1 N 07'47*16* LEGEND POC PORT of COMLIDm"T Poll PoMT OF SE6RRLMG EAST LINE OF SEC. 6-46-26 00'24.07" w 367.a SJL COOL OF SEC, 0-,a-2 A PARCEL OF LAND LOCATED M iiE EAST 1 OF SECTION IL WMM W 40 SOUIN. RANGE 26 EAST. CO M COIMTY, nMWA. OEM MOK PARIXXgARIY oES- 11 ED AS FOLLOM COMUDKI AT TIE SDUIIEAST CORNot OF SECTION 0. TCIIMSw 48 JIOUM RANGE 20 EAST, OMM COIMTY. FLORIDA. 'HENCE ",—N. OO24'Or NL ALONC J E EAST LJJE OF SAD SECDOM & FOR A DISTANCE OF i307.03 FEET W AE aramdow OF THE PAKM OF LAID NEREN DESCAMED AND A POINT CH A CIN)MAR CLAM CONCAVE VEMLY. WIM RADIUS S. WW'5r IL A DISTANCE OF 410.00 FEET IiOW=* 1E6N,7r RIM "0R"MY. AOIO TEE AMC CF SAD `T* ill, UpFT. NAMG A RADIUS OF 41UM FWL WWUGH A Q2 N & ANGLE OF 239/rlr. !/60OID fED SY A QICf 104.3°I"FTET AT 1EAPM OF N. 132r4ir W. FOR A DISTANCE Of ISM FEET 10 A POINT OF RdYE21.'E WIM OOIICAYE EUItt1EUILY' IIORp1RE Y &M THE AMC OF SAD MWE TO INK MOM NAYIIIO A RADIUS W p0.0O FEET. >� AD%:Z a SD1TP14. lREiDED 0Y A CIIOID 133JR FEET AT A OTAIwIC a ML 1010r4r E. NOR aL-RAMC 10A PMiT OF KVFJt3E CJRYE CONCAVE SWI1RSI0M.' *IDXE MM II�wiXY. MONO i6E ARC D SADWL NAwo A R40RIS Dr BMW MM VWAXM A CENTRAL ANOE a 33W4C. JRJ•M30lD OY A dID Ai A KAWS OF iL =WW R. I = A owAw E or !M� FEET 10 A POR or aryaw cow. �, Mt91i c MM NoARRiME MLY. M I E AMC W MID GLOW 10 1E RIOFE HAMIO A RAMLIS OF 440-M 1>3M L"ANON OF 424te. �MDED OY A CIiOID OF 322AY FELT AT A WANNO OF IL W21"0r K. A DISTANCE OF FEE °,T 10 THE Be or SM CLW44 IIRRR1 NCE IN. Gr3N r E. I= A = A M 0F 4UW FEET iNE EOMIC Owk IAIFO�YE. AL CIR AR aRCONCAVE EASIMr MICE MM NDR'11MY. ATOMD im AMCARC of S aim 70 TIE RMitE JA A RADRUS OF 440AD FE M iIMD IGH A CENTRAL ANON OF 3067 SLJ/IDOeD RIT A F ' im OF "3IIO.18 FEET AT A OE NNS OF N. /Li7.TW E. FOR A DISTANCE OF 244.10 FEET TO A POMT OF MOM ARYL COIPJAYE I; 11E)ILL Y AM 9XI 1ME AMC OF SAD CLTRYE 10 TIE LEAT INLAID A Rf IL of r L. FEET. A CENiRl1Ls � 35911d; TIJOIEUDED BY A CNORO � 4t3�71 FEET AT A OEAIONO of M. UO'Id4r E.. F'at ,=- AMC, OF 4Ma 10 NNE END 0F SAID CAW. 1i0= MIN K �07- E FOR A DISTANCE W 333 FEET 10 INE MOMS O' A C�MM anal. CONCAVE EASWLVI THIM IIM NatMRY. MAW 1NE Aix OF SAID CLRVE 40 11E Rea. NAY1►10 A*"n CF 74MOD FEET. IiMM A 1ENWAL ANON OF iti034r. SUSIO D BY A MIND Or `2;p= MET AT /► Or N. OWW41r E. FOR A DISTANCE Or-- FEET 10 A PONT W REIRIM CIA% L 0011CAVE 101m1: 7lfJT¢=ILMwi>L1; AtOIO ilE AMC fAD dRV[ 10 11E LEFT. NAMIC A RAMR OF i170M FEET, iIROI1G11 J MCL bf/n2r4r. &N1flMEDD BY A CNOID IF 31 AM HET AT A WAIOIO Or N. OTwrW E. RK A ONCE>4* . /ELT 10 11E DD or SAD CURVE INDKE � S OW24VP E. FOR A DISTANCE OF �M FEET 10 Cd1UW- M L"76 ACAM MORE O t UM RESMAINGMS OR IESN@C=NS CF NWDNL IEM W THE EAW U E OF SEICTM L WINSIV 48 SMIK RAM 20 EAST. AS WNG IL 002ftr TL HOLD MONIES AND ASxOANX DIG LIRIFICATE OF AMAIOIM FMJIRMR La f-172 / l� • l 1.f. 4173 1 I A 6Ot STATE OF ROM1A v NOT V" wI10N7 TNF SWAiM AND HOLE MONIES do ASSOCIATES SEAL OF ASu MWA OlOEiIlS PtAHM � 9alY wn MAPPER. t1r VEMR �M NNU AND MA M01► wom moma Ms "alb -ow ETCH Am LEM DE9CWIPJN OlTMM NR. Roen■n OR CF A OONSMAiM AREA R EAST HALF OF SECTION 4 4 7 A TOM W 46 SOUTH. RANGE 26 EAST RL 48 SAS 7n1F-11R—A 11-2M ♦c 4x 49 N GRAPHIC SCALE �o0 4 Mm goo .00 ( 111 FEW 1 Lse6 LOO H_ N 89'35'21' E I 1330.06' L �-g N N CURVE RADIUS LENGTH CHORD -F DELI Cl 50.00 14.5 14.5 N W 16 41 C2 70.00' 53.78' 52.46' N 52*tbe w C3 C4 6500 65.00' 48 42 66.75' 47.31 63.DEi' N W N 61'32` ' w 42741 C5 C6 85 00 45.00' 103 20 29.64' 96. 29.11' N - 06 W N 'b6' w 69'33 3 44 i3 C7lk C8269.73' 11.39 11.36 256.8S N 47 W N J35' E i '02 Gt 49' C9 CIO188.2r 18.0 18.Q 1 188.21' S 40 E S 025W24.7 E p5 4 35 Z r POC Ss mL OF WR Ms 1/4 O' am 6-46-31 UNE I DIRECTION DISTANCE L1 1-2 N 562111 W N 25'3917' W 25.26 41.02' L3 L4 N 12.48 4O W N 4729*15" W 43.79 67.36' L5 L6 N 46l05 2 W N 57'45'30' W 77.59 61.03' L7 S 0024 07 E I 120.10 LEGEND POC POMT OF CCNIDXDEMT PO! PONT OF K OW" } �3� t `. F, � a YZ I v NOT VALID MA Mff THE SICK URE AID IM ONGrAL Ma HOLE MONTES & ASSOCIATES SEA OF A FLORIDA oIc�Ils / a NKM / WR*YM LICENSED SURVEM I� lamwaff nor AND HAM Lw ona WOM 3MM I1111 U9-MIM ooa.uw A ►Allen W LAW LOWED A RE LAST 1/2 CF IC110I M, WMs� M SOVM MANN 26 [AaT. CMAM Men /LOREW WSq MOLE .AA!IS3AAll7 OaoWm AM FOLLOM CMOIC[ AT M SW NMf OWSM OF 09 7a1MAW WARM I UnOl M. 7000 M SOIWL RMM I CAST. COLM OIAMFLORIDA; WMDICE RW La24 9r IL AL0119 M IM LIIL Cr Jig LAST JA W SAID WC 10I L FOR A OW&g/R OF =*WP FWP 1pQ MW IL Mr.' L FOR A OMLN1CL OF 1330.09 FEET TO t9LTIMc OF Wf ►AAICK OF MID MOM O 7Nf1R1 AIM L MF'!1'1 l FOR A OWANCE OF " nK7' IVMX ALA L 25UW IL FOR A OaRA1 M OF 01.0 11MT. WO OKE A L 12W41 r iO► STMI! A OCE W 4.7.79 FM WORM M L 4, W IL roe A MWAMCM O 97.3E FM 10 Wf WAIAfI OF A TANOIIRAL OAOLAII OAK. COICAK NORIfAMMIr We= RIM I OR"U1M,. XA MS W AMC Q SAO CLAM 10 K WNW. MUM A RADIUS Or SLOG /QT. 11SWM A C:MW,& MME Or IW*nr. fYfM1EW fr A CHORD OF KM /QT AT A §L4 MW O L JMV U. FOR A O WANCE OF I4.W FEET 10 A POW W KWM CUM COMM SOIWMMLr IMM ALA NOT111AC&WL,. MOO M MC Cr SAO OAK 10 M LOT. MRIMS A MM O OF 70M ML WMOIOI A LZl M& MWX OF MW 07'. MWMOW 9T A CHOW OF SL46 VW AT A WAASO I L MrWW U. ►N A OWMM I 8.76 MT /0 A rO1T OF MVMK CIAVL COICAK NOIIMAMMLTL Vl 1 SA MMY ALON9 WN: ARC OF SILO OAK 10 M MT. HAWN A RADAR{ OF SM FM W MW A COIIRAL MW or 4r4WW. MAOM Wr A OIM OF 47-1 FM Al A KARM OF L W2VW U. FOR A MMIRL OF MM MET 10 A .OIL W W OAK. CONCAVE SWMASDML11 SONZ SIN NMMIOZMY MONM 10E Mt W WAo OAK 10 W[ LUT. NAM Mf A RARIO O WAO /QT W MM A CdRK ARRE M 99JOW. llfl W A CHORD I UM 16T AT A WAMO OT L 9MW W. .OR A MMOK O 9LM PUT M A SMM W W OAK. 00L9A1i MOLN gASM WOM AW MXMt MOM M ARC Or SIM OAK 10 M MM W AO A RAM Of SLOD AST. W MWI A CMWIL MOO I "32W aIA BY A MOM OF OLSM RKT AT A WMM W L MTa W IL M A R&WE ar to pm 10 A POUT Q WIIlM VAM GMICNK WIWMIOL,s MIQ M Ms19eaT: MOO MARC or we OAK 0 M LIT = A aAaaM M o n EM 1MWM1I A OMM MM ANML aF 3r§~ lrW I W A OM fT M.M WLT AT A tA1OIM W) M MIL RAMM A I MM w RUM RW. � A �..,.a V3011Y, MMM fr A OM MI „JO WET AT A tA/rtO M M Wl4r M .aR A ORAIIOt W "M MT 10 M M 1910 00M 1 f L 4nrW IL M A I fT "JI MM 1MIDE MM L 0035 IL AM A oMTM1R or KM MU ID A PONT ON A WOMM OAK COICRU UMOML aNOt SLMM POW W IL IMW L A MSLMIR CF MM OW 1MROM WSSOE SM SAfMLL MI M An W Sa UNK 19 M UrL NMIO A WAOM OF MM MU. M A COMM MU W MTWW- l W A OM a► 2WO MU AT A WARM W L 7lWW E. /OR A OIL OFSOL70 OW I. IM W OF SIO VA1� JWMM SM i IISf3r L IOU A aMlala W 2IL33 /IIT 10 A POW ON A CI&M CIAV[ CONVAK WORMY. MI RVM POW W S or3rW L A DWAIIM a 130M WET 140MPM4 1WIK MM IWJW L MAN$ M AWL W Sm 004 10 Wt Wn KVWM A MOIL O 1M0 RWL WIMOM A COlWJLM1ON I I/WW MWO Wr A OIM W MW /QT AT A aSAAMM OF L 9p024/ L,WM A OMIIIRE W ILdy MT 10 M M v MO w�. tire[ rr � t A! A OiLMIW W I10M RT Wl W[ SOMMir AUM M ABC W aAM TNS NINM A Ms v aVao w /QL > A CUM L MM1L W 9r A CIM 41 tMLtl VW AT A WMM Or i =,M L. IM A MINNOW W 'MLV LRT 10 IM 00 W WO CAW AND IK EMMLAEJ� CORAMO SAM AM ROE OR LM SImhw ID WAdIR WMIIAWM an WCIWACW Cr WCM� W IM MINE 2♦ WL MV-1. lkWf �A At M Or MIL L 0W2CW •L M CHILL' AI. AEru m at IN of M7I A O LLMA i ETCH AND LEGAL DESCRIPTION - - - -- �eo�M as OF A CONSERVATION AREA R, EAST HALF OF SECTION 8, >< 4 » 8 TOMISHaF 48 SOUTH. RANGE 26 EAST TM 48 6M4w SAS nw-urr-p 1 1-2030 3782193 OR; 3979 PG; 2566 \1 V This instrument prepared by or under the direction of: \ Jeffrey A. Collier, Esquire Greenberg Traurig, P.A. P.O. Drawer 1838 Tallahassee, Florida 32302 RBCORDBD in OFFICIAL RBCORDS of COLLIER COUNTY. FL 02/08/2006 at 01:38PK DWIGHT E. BROCK, CLBRK RBC FIB 902.50 DOC-.70 .70 COPIES 106.00 KISC 1.50 Retn: GRBBKBIRG 4RAORIG P 0 BOI 20629 WIS4 PALK BBACB FL 33416 0629 CORRECTIVE DEED OF CONSERVATION EASEMENT This Corrective Deed of Conservation Easement corrects the Deed of Conservation Easement recorded in Official Records Book 3938, Page 3511 of the Official Records of Collier County, Florida and is given this _7_ day of February , 2006, by GINN — LA, QUAIL WEST, LTD., LLLP, ("GINN"), a Georgia limited partnership, 215 Celebration Place, Suite 200, Celebration, FL 34747 ("Grantor") to the QUAIL WEST FOUNDATION, INC., a Florida not -for -profit corporation, 5950 Burnham Road, Naples, Florida 34119 ("Grantee"). As used herein, the term Grantor shall includercanysuccessor or assignee of the Grantor, and the term Grantee shall include any successor car n k c f'P4nt j.•',ri�VITNESSET WHEREAS, the Grp ntor' is —owner of'cotain Inds,, situated in Collier and Lee Counties, Florida, and more is c�al� �� hibit "A" attached hereto and incorporated herein by virtue of thhi r� r nc (rc d{ �z WHEREAS, the Gr;E*r'\desires to construc 4aQuail es ,a Phase I, II and III ("Project") at a site in Collier and Lee Cc�ks, which is sub3es� teatory jurisdiction of the U.S. Army Corps of Engineers ("C �F,��and ,V WHEREAS, Department�ormPenit N©y1fl2504 (IP-AM) ("Permit") authorizes activities which affect wetlands; WHEREAS, this Permit requires the Grantor preserve and/or mitigate wetlands under the COE's jurisdiction; and WHEREAS, the Grantor has developed and proposed as part of the permit conditions a conservation easement involving preservation of certain wetland and/or upland systems on the Property; and WHEREAS, the Grantor, in consideration of the consent granted by the Permit, is agreeable to granting and securing to the Grantee a perpetual conservation easement as defined in Section 704.06, Florida Statutes (2004), over the Property. NOW, THEREFORE, in consideration of the issuance of the Permit to construct and operate the permitted activity, Grantor hereby grants, creates, and establishes a perpetual conservation easement to the Grantee and COE upon the Property which shall run with the land and be binding upon the Grantor, its heirs, successors and assigns (hereinafter, "Grantor"), and shall remain in full force and effect forever. OR: 3979 PG: 2567 The scope, nature and character of this conservation easement shall be as follows: 1. It is the purpose of the conservation easement to retain land or water areas in their natural, scenic, open, agricultural or wooded condition and to retain such areas as suitable habitat for fish, plants or wildlife. To carry out this purpose, the following rights are conveyed to Grantee and the COE by this easement: a. To enter upon the Property at reasonable times to enforce the rights herein granted in a manner that will not unreasonably interfere with the use and quiet enjoyment of the Property by Grantor at the time of such entry; and b. To enjoin any activity on or use of the Property that is inconsistent with this conservation easement and to enforce the restoration of such areas or features of the Property that may be damaged by any inconsistent activity or use. 2. The following activities are a. Construction or,ola'cirfg of buildings, roads, s'gns,,billboards or other advertising, utilities or othei struc eon"ur-�abow the gro d; t b. Dumping or lac g��ii��oi� her ' �,6 material as landfill, or dumping or placing of tras, haste, 4 uns g t r fe si e materials; C. Removal or sti uction of trees, sh ubs, or ,6 vegetation, except for the removal of exotic,,,,- ,getation; a � c' d. Dredging, or remI am, eat, rave,rock, or other material substance �.. P g . .m in such manner as tc verge yct� e r ce; e. Surface use except for purposes that permit the land or water area to remain in its natural condition; f. Activities detrimental to drainage, flood control, water conservation, erosion control, soil conservation, or fish and wildlife habitat preservation; g. Acts or uses detrimental to such aforementioned retention of land or water areas. 3. Grantor reserves all rights as owner of the Property, including the right to engage in uses of the Property that are not prohibited herein. The Grantor has conducted limited land clearing for the purpose of constructing such pervious facilities as golf cart boardwalks, and reserves the right to maintain these facilities, which are located in Tracts P-10, P-I I and P-12 (Phase I) and M1 (Phase II) of the COE conservation areas. The plans for the construction of the existing facilities are included in the Permit authorization. The description of the Conservation Easement Area is attached hereto as Exhibit `B". 2 OR; 3979 PG; 2568 4. No right of access by the general public to any portion of the Property is conveyed by this conservation easement. 5. Grantee shall be responsible for any costs or liabilities related to the operation, upkeep and maintenance of the Property. 6. Grantor shall pay any and all real property taxes and assessments levied by competent authority on the Property. 7. Any costs incurred in enforcing, judicially or otherwise, the terms of restrictions of this conservation easement shall be borne by and recoverable against the non -prevailing party in such proceedings. 8. Enforcement of the terms and provisions of the conservation easement shall be at the reasonable discretion of Grantee and COE, and any forbearance on behalf of Grantee and COE to exercise its rights hereunder in the event of any breach hereof by Grantor, shall not be deemed or construed to oaf grantee's rights hereunder. 9. Grantee will hold thison easement exc�i�iyvely for conservation purposes. Grantee will not assi nts$ts and obligations un r th conservation easement except to another organizat qh qualiff, to ooid suehR interes under the applicable state laws, without the knowledge and nermissl�on of&the c6E. Y 10. If any provision of this don ery do dasemoir6r e't!applica ion thereof to any person or circumstances is found ;Ic alia; *n aindefzofthorbvisions of this conservation easement shall not Of thereby, as � Jpng �as tho,,purpose of the conservation easement is preserved � V,.r N 11. All notices, consents, app v s ° ar other cor t lions hereunder shall be in writing and shall be deemed properly gtest snt��Jfed States certified mail, return receipt requested, addressed to the appropriate°party-or successor -in -interest and the COE. 12. The terms, conditions, restrictions and purpose of this conservation easement shall be inserted by Grantor in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Property. Any future holder of the Grantor's interest in the Property shall be notified in writing by Grantor of this conservation easement. 13. This conservation easement may be amended, altered, released or revoked only by written agreement between the parties hereto or their heirs, assigns and successors -in - interest, and the COE, which shall be filed in the public records in Collier County. TO HAVE AND TO HOLD unto Grantee, its successors and assigns forever. The covenants, terms, conditions, restrictions and purpose imposed with this conservation easement shall not only be binding upon Grantor, but also its agents, heirs, successors and assigns, and shall continue as a servitude running in perpetuity with the Property. 3 OR: 3979 PG: 2569 Grantor hereby covenants with said Grantee that Grantor is lawfully seized of said property in fee simple; that Grantor has good right and lawful authority to convey this conservation easement; and that it hereby fully warrants and defends the title to the conservation easement hereby conveyed against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set its authorized hand this day of , 2006. Signed, sealed and delivered in our presence: WITNESS # 1 Print Name Below: E r Print Name WITNESS #1 Print Name Below: WITNESS #2 Print Name Below: "&&L 4=06 t-11_S GINN — LA, QUAIL WEST, LTD., LLLP, a Georgia 1 mited p ership, BY: (� { %yade Smith P. of Development 14g0',B.urnt Fine Drive Boni ,§a rings, FL 34134 .n QUAD T FOUNDATION, INC., a Flty� htor-profit corporation}, (Grantee) BY: JO TI 5950 Burnham Road Naples, Florida 34119 4 OR; 3979 PG; 2570 STATE OF FLORIDA COUNTY OF COLLIER _ The foregoing instrument was acknowledged before me this I_ day of f e bV-Vn C,� , 2006, by\, �d c Sm 1a as a `fie rr l o -of GINN — LA, QUAIL WEST, LTD., LL P, a Georgia limited partnership, who is personally known to me and who did not take an oath. ERIN PUBLIC- NOTARY PUBLIC (SEAL) NOTARY PUB • STATE OF FLORIDA COMMISSION # DD479M EXPIRES 10/10/2009 (Print name below) BONDED TMRU1-0ggNOTARVI r: /.\ R 1 C v # n STATE OF FLORIDA COUNTY OF COLLIER an oath. tal-fs 1 \COLLIERJ\322066v01 \9QGY01_ DOC\9/28/05\41194.014800 me this day of IL WEST VOUNDATIONIP i to me and who did not take W 0 "m OR; 3979 PG. 2571 HOLE MONIES ENGINEERS • PLANNERS • SLIRVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5707 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF TRACT X, A PORTION OF TRACT GC-20, A PORTION OF TRACT GC-9, A PORTION OF TRACT GC-5, A PORTION OF TRACT GC-7, AND ALL OF TRACTS P-9 AND P-1, QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF LOTS 3, 4, AND 5, QUAIL WEST UNIT ONE, REPLAT BLOCK C FIRST ADDITION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 29 AT PAGES 65 THROUGH 67 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF TRACT X ACCORDING TO THE PLAT OF QUAIL WEST, UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.89°42'21 "E. ALONG THE NORTH LINE OF SAID TRACT X FOR A DISTANCE OF 25.80 FEET; THENCE RUN S.29°39'38"E. FOR A DISTANCIavOF 5f,96 FEET; THENCE RUN S.44°53'52"E. FOR A DISTANCE OF 122.43 FEET; THENCE RUN S.55°1('35'" D T ANUE OF 77.36 FEET; THENCE RUN S.88°08'23"E. FOR A DISTANCE OF 455.07 FEET; THENCE t -.,DISTANCE OF 84.18 FEET; THENCE RUN N.00°28'56"W. FOR A DISTANCE OF 17.02 FH CE RUN N.72`'2i' ,6 R A DISTANCE OF 46.41 FEET; THENCE RUN N.79050'11"E. FOR A DISTANCE 36.80 FEET; THENCE�N. °O1'03"E. FOR A DISTANCE OF 59.13 FEET; THENCE RUN N.85°20'09"E. FOR* DI: `7t' CE ,OF 123.32 FEET; THE E R S.67°43'38"E. FOR A DISTANCE OF 26.39 FEET TO A POINT ON A CIRCULAR C� J$vE COI V QU�THWES RL^. , WHOSE RADIUS POINT BEARS S.63°23'30"W. A DISTANCE OF 37.00 F'EET,,''I'HROUGI 1 AL ANGLE O ' 9°l4'52", SUBTENDED BY A CHORD OF 30.83 FEET AT A BEARING OF S.01 59t4 "�T.T TO THE END OF SAID CURVE; THENCE RUN S.41°34'58"W. FOR A FISTIC Oi44. 5 IEETN �EE .55 187"W. FOR A DISTANCE OF 19.11 FEET; THENCE RUN S.76°46'53"W.°F IA' ITAIEF3 ,7F; TFEN(E R,UN.58°54'08"W. FOR A DISTANCE OF 29.60 FEET; THENCE RUN S.41 313 FS A "'E.01 28.29 �i T�1E RUN 5.29°32'34"W. FOR A DISTANCE OF 89.41 FEET; THENCE 1 1 .50°55'08"W. FOR A DISTANCE�OF *&VEET; THENCE RUN S.72°20'50"W. FOR A DISTANCE OF 19.35 FEET; THIS tUN N.83°51'50"W FOI, DIS'?fAN E,.�lr� 159.12 FEET; THENCE RUN N.54°09'04"W. FOR A DISTANCE OF 10�ET; THENCE RUN N.7��8, 31'yF A DISTANCE OF 10 1. 17 FEET TO A POINT ON A CIRCULAR CURVE CONCA�S 1 JTIIEASTERLY, WHOSE AI JU$` POINT BEARS S.04°01'57"E. A DISTANCE OF 250.00 FEET THEREFROM; „RUN WESTERLY, AjQ,THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, 47 'U CEd iTRA'D,,AI�(G°6F 79°40'54", SUBTENDED BY A CHORD OF 320.33 FEET AT A BEARING OF S.4f°�7'35' VV ,°°FII3IS [ ,E 347.68 FEET TO THE END OF SAID CURVE; THENCE RUN S.07°51'12"E. FOR A DISTANCE OF 105.b2 FEET; ONCE RUN S.14°04'15"E. FOR A DISTANCE OF 103.26 FEET; THENCE RUN S.47°07'16"E. FOR A DISTANCE OF 108.95 FEET; THENCE RUN S.19°23'26"E. FOR A DISTANCE OF 8.12 FEET; THENCE RUN S.26°05'00"W. FOR A DISTANCE OF 10.08 FEET; THENCE RUN S.46010'33"W. FOR A DISTANCE OF 39.21 FEET; THENCE RUN S.38°25'54"W. FOR A DISTANCE OF 43.38 FEET; THENCE RUN S.19°O1'17"W. FOR A DISTANCE OF 12.66 FEET; THENCE RUN S.33°44'39"E. FOR A DISTANCE OF 15.37 FEET; THENCE RUN S.55°26'00"E. FOR A DISTANCE OF 56.67 FEET; THENCE RUN S.59°18'04"E. FOR A DISTANCE OF 16.23 FEET; THENCE RUN S.36° 12'34"E. FOR A DISTANCE OF 6.54 FEET; THENCE RUN S.00°00'00"W. FOR A DISTANCE OF 10.64 FEET; THENCE RUN S.37°42'11"W. FOR A DISTANCE OF 18.49 FEET; THENCE RUN S.53°58'53"W. FOR A DISTANCE OF 9.05 FEET; THENCE RUN S.00°00'00"W. FOR A DISTANCE OF 7.31 FEET; THENCE RUN S.36°02'09"E. FOR A DISTANCE OF 18.09 FEET; THENCE RUN S.44°09'14"E. FOR A DISTANCE OF 31.51 FEET; THENCE RUN S.29°5622"E. FOR A DISTANCE OF 25.32 FEET; THENCE RUN S.36°52'43"E. FOR A DISTANCE OF 16.63 FEET; THENCE RUN N.83033'23"E. FOR A DISTANCE OF 20.67 FEET; THENCE RUN N.65°54'00"E. FOR A DISTANCE OF 97.82 FEET; THENCE RUN S.82059'44"E. FOR A DISTANCE OF 84.11 FEET; THENCE RUN S.56° 19'46"E. FOR A DISTANCE OF 94.65 FEET; THENCE RUN S.35026'58"E. FOR A DISTANCE OF 77.05 FEET; THENCE RUN S.18°07'44"E. FOR A DISTANCE OF 172.86 FEET; THENCE RUN S.08°58'10"E. FOR A DISTANCE OF 232.99 FEET; THENCE RUN S.50°36'32"E. FOR A DISTANCE OF 50.60 FEET; THENCE RUN S.09055'13"E. FOR A DISTANCE OF 86.92 FEET; THENCE RUN S.23°34'06"W. FOR A DISTANCE OF 66.43 FEET; THENCE RUN S.53°25'29"W. FOR A DISTANCE OF 43.71 FEET; THENCE RUN S.86°39 24"E. FOR A DISTANCE OF 40.50 FEET; THENCE RUN S.03°43'13"W. FOR A DISTANCE OF 81.51 FEET; THENCE RUN S.00°43'35"E. FOR A DISTANCE OF 144.46 FEET; THENCE RUN S.13°32'12"W. FOR A DISTANCE OF 69.58 FEET; THENCE RUN S.00034'54"E. FOR A DISTANCE OF 122.18 FEET; THENCE RUN S.12°51'53"E. FOR A DISTANCE OF 160.27 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS wAOMI-COE.a« Naples • Fort Myers • Venice OR: 3979 PG: 2572 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5707 Page 2 of 2 S.73' 14'34"W. A DISTANCE OF 5991.58 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 5991.58 FEET, THROUGH A CENTRAL ANGLE OF 01*3531", SUBTENDED BY A CHORD OF 166.46 FEET AT A BEARING OF S.15°57'40"E., FOR A DISTANCE OF 166.46 FEET TO THE END OF SAID CURVE; THENCE RUN S.29°4343"E. FOR A DISTANCE OF 61.35 FEET; THENCE RUN S.12'19'34"E. FOR A DISTANCE OF 65.00 FEET; THENCE RUN S.38°39'12"W. FOR A DISTANCE OF 16.99 FEET TO A POINT ON A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.76°0T10"W. A DISTANCE OF 5991.58 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 5991.58 FEET, THROUGH A CENTRAL ANGLE OF 05°42'19", SUBTENDED BY A CHORD OF 596.38 FEET AT A BEARING OF S.I I001'40"E., FOR A DISTANCE OF 596.62 FEET TO THE END OF SAID CURVE; THENCE RUN S.67013'47"W. FOR A DISTANCE OF 73.94 FEET; THENCE RUN S.72°52'31"W. FOR A DISTANCE OF 28.85 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 1-75 AND A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.82002'59"W. A DISTANCE OF 5891.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE EASTERLY RIGHT -,OF -WAY LINE OF INTERSTATE I-75 AND ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A,RAHfE :18 FEET, THROUGH A CENTRAL ANGLE OF 11'2625" SUBTENDED BY A CHORD OF I Y 1 � �( 1.13°40'14"W., FOR A DISTANCE OF 1176.36 FEET TO THE END OF SAID CURVE; THEN=JI-11 fV.19°23'26 W ; Ai, I�U, 1ID EASTERLY RIGHT-OF-WAY LINE, FOR A DISTANCE OF 2151.17 FEET TO TH OF BEGINNING. C AYI [NG 14.294 ACRES, MORE OR LESS. THIS PROPERTY IS SUBJECT TO BEARINGS SHOWN HEREON REFER TG'T x RPM " A QUA ACCORDING TO THE PLAT THEREOF A� RRC � T O® 2 PAGE PUBLIC RECC>1m$ S. COLLIER COUNTY, iLOR A A B,I19° 21 E. { .. MONTES, INC..` CERTJRCATE 1 F44 [TH(�IZATION' ER LB 1772 I_., BY ' P.S.M. #5628 j THOM`AS 1U.' MURP Y STATE OF FLORIZ . Y OF RECORD. WEST UNIT ONE, REPLAT 84 THROUGH 106 OF THE W.U"7 ei-coLaoc c+'-j x GRAPHIC SCALE 300 0 150 300 ( IN FEET ) 1 inch = 300 ft. 1 �w 00 r U Q � " N 1 ; o TRACT d§ C1 P-3 Qv i0 C S f a c� H U I^ Q F Z c% w 5 NLu lnOf nn D ID - Z+ < u � m im z ~Li B J n a0 Ofo LINE TABLE LINE TABLE LINE DIRECTION DISTANCE LINE DIRECTION DISTANCE L1 S 89'42'21' E 25.80' L25 S 07*51'12" E 105.62' L2 S 29'39'38" E 56.96' L26 S 14`04'1 103.26' L3 S 44'53'52" E 122.43' L27 S 47'07'16" E 108.95' L4 S 55*16'35' E 77.36' L28 S 19'23'26" E 8.12' L5 S 88'08'23" E 455.07' L29 S 26'05'00" W 10.08' L6 S 86"17'09" E 84.18' L30 I S 46'10'33" W 39.21' L7 N 00'2 'S6" W 17.02' L31 S 38'25'54" W 43.38' L8 N 72'26'26" E 46.41' L32 S 19101'17" W 12.66' L9 N 79'50'11" E 36.80' L33 S 33*44*39' E 15.37' L11 N 67'01'03" E 59.13' L34 S 5526'00" E 56.67' L12 N 85'20'09" E 123.32' L35 S 59*18'04' E 16.23' L13 S 67'43'38" E 26.39' L36 S 36*12*34* E 6.54' L14 S 41'34'58" W 14.55' L37 S 00'00'00" E 10.64' L15 S 55*18'37" W 19.11' L38 S 37*42'11" W 18.49' L16 S 76'46'53" W 23.07' L39 S 53'58'53" W 9.05' L17 S 58'54'08" W 29.60' L40 S 00*00*00" E 7.31' L18 S 41'30'23" W 28.29' L41 S 36'02'09" E 18.09' L19 S 29'32'34" W 89.41' L42 _&-44' '14" E 31.51' L20 S 50'55'08" W 39.08' 3,r S 2 'SC r-E 25.32' L21 S 72'20'50" W 19.35' L44 sA: s 4,31E~- ,. 16.63' L22 N 83'S1'S0" W 159.12' " L ``, N 83'33'23"roo �0.67' L23 N 54'09'04" W 104.146 ",L46 4 00 E'' 17;$2' L24 N 76'48'37" W 1011. " F L47 7 S & ' 9 4 E.,._ 84t1 L48 1 56' 9 46 aE L ,fir 5' X1kACT GC- ; GOLF C06 IE L53 3 3 4 w TRACT (N v 0D 0 0 8 ate. o j rAIL. Z� ..v. L25 R 5 j P z E � GIN` N. �P�. N 19'23' � N j tQACS t 95q/ LEGEND J POB POINT OF BEGINNING BME BUFFER MAINTENANCE EASEMENT P e GCE GOLF COURSE EASEMENT DETAIL TRACT GC-5 NOT TO SCALE GOLF COURSE 119 �� *'Sz 54, 6� v �OPGs (� Owl ONE QEP\�v 05 TRACT P-10 L58 L60 r 00, 3 L37 ti 4T,0L40 TRACT P-10 TRACT GC-5 TRACT GC-6 GOLF COURSE GOLF COURSE < TRACT GC-7 If♦ a�� r 3 � S T A T E P-15 LATER TRACT CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 37.00' 49'14'52* 30.83' S 01'59'04" E 31.80' C2 250.00' 79'40'54" 320.33' S 46'07'35" W 347.68' C3 5991.58' 01'35'31" 166.46' S 15'57'40" E 166.46' C4 5991.58' 05'42'19" 596.38' S 11'01'40" E 596.62' CS 1 5891.58' 1 11'26'25" 1 1174.41' N 13*40*14" W 1 1176.36' NORTHWEST CORNER OF TRACT X DE DRAINAGE EASEMENT NOT A SUR VM-RGE: 950 Encore Way NOT VALID WMIMIT 7/8-48-26 Naples. FL 34110 11E SWAIIN� AM IN BY- DATE THE ONOW RAW 9/05 Phone: (239) 254-2000 SM OF A RAW AWING NO. Florida Certificate of LICOgp SUFYEYOR jMM B-5707 o mIS • M • SUIYEipS Authorization No.1772 NO WPM 1.1 LINE TABLE LINE DIRECTION DISTANCE L49 S 3526'58" E 77.05' L50 S 18'07'44" E 172.86' L51 S 08*58'10" E 232.99' L52 S 50'36'32" E 50.60' L53 S 09'55'13" E 86.92' L54 S 23'34'06" W 66.43' L55 S 53 5'29" W 43.71' L56 S 86'39'24" E 40.50' L57 S 03*43*13" W 81.51' L58 S 00'43'35" E 144.46' L59 S 1 *32'12" W 69.58' L60 S 00'34'54" E 122.18' L61 S 1 'S1'S3" E 160.27' L62 S 29'43'43" E 61.35' L63 S 1 '19'34" E 65.00' L64 S 38*39'12* W 16.99' L65 S 67'13'47" W 73.94' L66 S 72'52'31" W 8.85' SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024X REFERENCE NO. PI-COE OR: 3979 PG: 2574 HOLE MONIES ENGINEERS - PLANNERS - SI NEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5704 Page 1 of 2 DESCRIPTION PARCEL A ALL OF TRACT P-2 AND TRACT GC-9, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 7, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN S. 00°23'10" E. ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7, FOR A DISTANCE OF 60.00 FEET; THENCE RUN N. 89°42'21" W., ALONG A LINE PARALLEL WITH AND 60.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7 FOR A DISTANCE OF 193.56 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN S. 04°1639" W. FOR A DISTANCE OF 8.32 FEET; THENCE RUN S. 59'1342" W. FOR A DISTANCE OF 35.20 FEET; THENCE RUN N. 80°02307"..W FOR A DISTANCE OF 79.57 FEET; THENCE RUN S. 89031'52" W. FOR A DISTANCE OF 74.25 FEET THEN" U°5R39" W. FOR A DISTANCE OF 55.12 FEET; THENCE RUN N. 88°25'55" W. FOR A DISTALV( 1w_ , RUN S. 78-12-16" W. FOR A DISTANCE OF 48.52 FEET; THENCE RUNS. 67°48'37 W A 1) F ISTANCE OF 58:25 THENCE RUN N. 41°4645" W. FOR A DISTANCE OF 33.97 FEET; THENCE RUN 1 040'18" W. FOR A DISTA 60 9.61 FEET; THENCE RUN S. 00°25'04" E. FOR A DISTANCE OF 45.14 FEET; TI ENGI~,,RUN.-S-7,7°00'34" W. FOR A STA CE OF 5.08 FEET; THENCE RUN S. 83002'57" W. FOR A DISTANCE OF 38�16 FEET �C9 RUM7 7'13" W. OR A DISTANCE OF 44.69 FEET; THENCE RUN N. 66°26'42" W. FOR A/DISTANCE OF1q 9�a THENCE RUIN N. 8�6°22'33" W. FOR A DISTANCE OF 64.45 FEET; THENCE RUN N. 80°527 VF(iiSTy-iF�E iENQE RUN S. 88°5T53" W. FOR A DISTANCE OF 150.59 FEET; THENCE RON � 62 '0 VV FO t % bI�T i� O 64. 7 FEET; THENCE RUN N. 73°03'45" W. FOR A DISTANCE OF 31.24 FE NG E RUN 14°3 ' 8 FORA DISTANCE OF 22.12 FEET; THENCE RUN S. 71°25'58" W. FOR A DISTANCE OF�1('5.b56 2°1849J #( ,�A DISTANCE OF 32.83 FEET; THENCE RUN N. 87002'18" W. FOR JASTANCE OF 77.16 FEET; NCI' RUN`0'7022'57" W. FOR A DISTANCE OF 68.42 FEET; THENCE RUN S. 85021'3P" OR A DISTANCE OF 1 36 F ETA HF,N RUN S. 67°26'43" W. FOR A DISTANCE OF 61.63 FEET; THENCE kbX"'�79°51'51" W. FOR A Dt��1NCE 0E .41 FEET; THENCE RUN N. 21°08'19" I1C�`E, E. FOR A DISTANCE OF 113.25 FEET; TiRUN N. 53°37'14" E. FOkA DISTANCE OF 31.51 FEET; THENCE RUN N. 79026'46" E. FOR A DISTANCE OF 102.95 ENCE RUNS 89°42'�"" ,,FOR A DISTANCE OF 1326.43 FEET TO THE POINT OF BEGINNING. CONTAINING i44-A �-,MORE-I L "SN �",m DESCRIPTION PARCEL B A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-9, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 7, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN S. 00°23'10" E. ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7, FOR A DISTANCE OF 60.00 FEET; THENCE RUN N. 89°42'21" W., ALONG A LINE PARALLEL WITH AND 60.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7 FOR A DISTANCE OF 193.56 FEET; THENCE RUN S. 04°1639" W. FOR A DISTANCE OF 8.32 FEET; THENCE RUN S. 59°13'42" W. FOR A DISTANCE OF 35.20 FEET; THENCE RUN N. 80°02'30" W. FOR A DISTANCE OF 79.57 FEET; THENCE RUN S. 46°55'39" W. FOR A DISTANCE OF 26.63 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN THENCE RUN S.59°02'39"W., FOR A DISTANCE OF 27.59 FEET; THENCE RUN S.56019'06"W., FOR A DISTANCE OF 46.91 FEET; THENCE RUN S.66°48 29"W., FOR A DISTANCE OF 27.02 FEET; THENCE RUN N.90°00'00"E., FOR A DISTANCE OF 18.93 FEET; THENCE RUN N.84°07'37"W., FOR A DISTANCE OF 80.23 FEET; THENCE RUN N.54°24'26"W., FOR A DISTANCE OF 28.25 FEET; THENCE RUN N.88°34'06"W., FOR A DISTANCE OF 36.97 FEET; THENCE RUN N.86°49'16"W., FOR A DISTANCE OF 6.04 FEET; THENCE RUN N.68°44'49"E., FOR A DISTANCE OF 41.75 FEET; THENCE RUN N.70°51'25"E., FOR A DISTANCE OF 23.13 FEET; THENCE RUN N.82040'04"E., FOR A DISTANCE OF 30.90 FEET; THENCE RUN S.87027'21 "E., FOR A DISTANCE OF 41.01 FEET; THENCE RUN S.83°49'54"E., FOR A DISTANCE OF 22.59 FEET; THENCE RUN S.88°09'10"E., FOR A Naples • Fort Myers • Venice e' OR; 3979 PG; 2575 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5704 Page 2 of 2 DISTANCE OF 18.82 FEET; THENCE RUN N.82°52'37"E., FOR A DISTANCE OF 12.23 FEET; THENCE RUN N.80°45'23"E., FOR A DISTANCE OF 13.22 FEET; THENCE RUN N.88°15'53"E., FOR A DISTANCE OF 20.04 FEET; THENCE RUN S.88004'48"E., FOR A DISTANCE OF 33.39 FEET, TO THE POINT OF BEGINNING; CONTAINING 0.186 ACRE, MORE OR LESS. THIS PROPERTY IS SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA AS BEING N. 89°42'21" W. TOTAL PROPERTY AREA = 2.296 ACRES HOLE, MONT , MC. CER ATT? 10 r 1$�O ATION J. `PHI M - Hy C 1..` . ON ty b 1 S.M. #5628 [ATE OF FLORIDA W:U987%P2-00Fidoc N GRAPHIC SCALE 150 0 75 150 HUNTER'S RIDGE P.B. 41, PGS. 1-13 ( IN FEET ) 1 inch 150 ft. LEE COUNTY BASS OF BEAR/NG S 8942'21' E NORrH UNE OF THE NORTHEAST OWRTER SECWN 7 COLLIER COUNTY % O.R. 1491 PCS. 1850-1855 / 20' B.M.E. 60' UTILITY h ACCESS EASEMENT / 03 S 89'42'21 ` E 1326.43' r L12 �Ar�-U L5 �TRACT P-2 PARCEL �,� Leo L19 Lfs �� L�5 r �ill B -- 1 ? �- L�4 POB B �4 L39 SEE DETAIL TRACT GC-9 L26 L25 /�� GOLF COURSE 20' B.M.E. � a � ' / TRACT GC-9 GOLF COURSE \ TRACT GC-9 1 GOLF COURSE 6 12 D E 7 LAKE 9 D.E. TRACT P-3 DETAIL NOT TO SCALE 43 L49 L41 �PrARCE�LLBB �g0 L39 L38� LEGEND POC POINT OF COMMENCEMENT Poe POINT OF BEGINNING BME BUFFER MAINTENANCE EASEMENT DE DRAINAGE EASEMENT GCE GOLF COURSE EASEMENT SEC-TWN-RGE• 7-48-26 DRAWN BY. DATE TF 10/05 TMM A B-5704NG NO. m -uu-mm L6 `TRACT/bC s LINE TABLE Ot£ '-OURSE LINE DIRECTION DISTANCE LAk s p ," L11 N 41'46'45" W 33.97' L12 N 86*40'18" W 79.61' L13 S 00'25'04" E 45.14' L14 S 77'00'34" W 5.08' x L15 S 83'02'57" W 38.16' N L16 S 77*47'13" W 44.69' LINif"-' F "� L17 N 66'26'42" W 30.96' L5 LINE -ECTI 6 w�° 'DISTANCE L18 N 86'22'33" W 64.45' L1 S 00'23'10" E 60.00' L19 N 80'52'37" W 81.43' L2 N 89'42'21" W 193.56' L20 S 88'57'53" W 150,51' �^5 L3 S 04'16'39" W 8.32' L21 S 62'58'00" W 64.27' L4 S 59'13'42" W 35.20' L22 N 73'03'45" W 31.24' POB B L5 N 80'02'30" W 79.57' L23 S 10'33'18" W 22.12' L6 S 89'31'52" W 74.25' L24 S 71'25 58 W 115.62' L7 N 87'58'39" W 55.12' L25 S 82'18'29" W 32.83' L8 N 88'25'55" W 58.47' L26 N 87'02'18" W 77.16' L9 S 78'12'16" W 48.52' L27 N 67'22'57" W 68.42' L10 S 67'48'37" W 58.25' L28 S 85'21'31" W 130.36' � aR AREA TABLE PARCEL SQ. FT. ACRE A 91917.10 2.11 B 8081.32 0.186 TOTAL 99998.42 2.29 6 POC 7-46-26 SEC 6 SEC 5 O B A SEC 7 SEC 6 L2 J 156.83' 25' C.C.E. do D.E. g V �Q LINE TABLE LINE DIRECTION DISTANCE L29 S 67'26'43" W 61.63' L30 S 79'51'51" W 23.41' L31 N 21'08'19" E 113.25' L32 N 53*37'14" E 31.51' L33 N 79'26'46" E 102.95' L34 S 46'55'39" W 26.63' L35 S 59'02'39" W 27.59' L36 S 56*19'06" W 46.91' L37 S 66'48'29" W 27.02' L38 N 90'00'00" E 18.93' L39 N 84'07'37" W 80.23' L40 N 54'24'26" W 28.25' L41 N 88'34'06" W 36.97' L42 N 86'49'16" W 6.04' L43 N 68'44'49" E 41.75' L44 N 70'51'25" E 23.13' L45 N 82'40'04" E 30.90' L46 S 87'27'21" E 41.01' L47 S 83'49'54" E 22.59' L48 S 88'09'10" E 18.82' L49 N 82'52'37" E 12.23' L50 N 80'45'23" E 13.22' L51 N 88*15'53" E 20.04' L52 S 88'04'48" E 33.39' NOT A SURVEY 950 Encore Way NOT VALID WfNDOf PRUErN Naples. FL 34110 TIE SIGNATURE AND 8%.024 Phone: (239) 254-2000 �°�I� SKETCH TO ACCOMPANREFIMENCE NO. Y A LEGAL DESCRIPTION Florida Certificate of tl�1w SINIYE1fON Authorization No.1772 AND NAppEp, P2-COE OR; 3979 PG: 2511 HOLE MONIES ENGWERS • PLANNERS MRVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5700 Page 1 of 2 LEGAL DESCRIPTION: ALL OF TRACT P-3 AND A PORTION OF TRACT GC-9, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF LOTS 4 AND 5, BLOCK C QUAIL WEST UNIT ONE, REPLAT BLOCK C ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24 AT PAGES 37 THROUGH 39, AND A PORTION OF LOTS 1, 2, AND 3, QUAIL WEST UNIT ONE, REPLAT BLOCK C SECOND ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 29 AT PAGES 65 THROUGH 67 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER g4, BLOCK C, QUAIL WEST UNIT ONE, REPLAT BLOCK C, ACCORDING TOT T� f AS,RECORDED IN PLAT BOOK 24 AT PAGES 37 THROUGH 39 OF THE E�CORDS OE Cj COUNTY, FLORIDA; THENCE RUN N.89055'07"E., ALONG THE° b �I LINE OF SAID LOT" . A DISTANCE OF 53.11 FEET TO THE POINT OF BEGINNING OF,.�.PARQEL OF LAND HE , IN`PESCRIBED; THENCE RUN S.48059'05"E. FOR A DISTANCE Oh.-M, 03 FEET �--TI NCE R N S �2002TO1 "W. FOR A DISTANCE OF 21.36 FEET, THEN6U N S ` 7 W FORA DISTANCE OF 282.52 FEET; THENCE RUN N.81051'48 Wb FOi API�x,43,A6 T1;1 POINT ON A CIRCULAR CURVE CONCAVE NORTHERL , V HOSE E) A JIi P=_ ° �S 101, IT00"E. A DISTANCE OF 1815.00 FEET THEREFR(W, Y �LONG9TTfE ARC OF SAID CURVE TO THE RIGHT, HAVING A F 181 :60 FEET` HR S h ANTRAL ANGLE OF 05052'39", SUBTENDED BY A6 RD OF 186.11 FEET A BEAR"OF N.85046'40"W., FOR A DISTANCE OF 186.19 FEET T( END OF SAID CURT�tUN N.54024'58"W. FOR A DISTANCE OF 36.40 FEET; THC SUN N.87036'54"E.� EY�DISTANCE OF 44.37 FEET; THENCE RUN S.83026'36"E. FOR �*ANCE OF 46.49 FEET' �'.THENCE RUN N.56017'54"E. FOR A DISTANCE OF 24.12 FEET; THENCER% +C),A DISTANCE OF 23.23 FEET; THENCE RUN N.07001'28"W. FOR A DIS 1 A THENCE RUN N.60°24'03"W. FOR A DISTANCE OF 20.04 FEET; THENCE RUN S.71050'07"W. FOR A DISTANCE OF 31.75 FEET; THENCE RUN S.87026'10"W. FOR A DISTANCE OF 26.04 FEET; THENCE RUN N.55020'24"W. FOR A DISTANCE OF 10.75 FEET; THENCE RUN N.90°00'00"W. FOR A DISTANCE OF 38.75 FEET; THENCE RUN N.30°46'34"E. FOR A DISTANCE OF 80.31 FEET; THENCE RUN N.39006'31"E. FOR A DISTANCE OF 28.66 FEET; THENCE RUN S.77°57'54"E. FOR A DISTANCE OF 42.42 FEET; THENCE RUN S.67054'21"E. FOR A DISTANCE OF 25.54 FEET; THENCE RUN N.88025'35"E. FOR A DISTANCE OF 42.41 FEET; THENCE RUN N.64°03'35"E. FOR A DISTANCE OF 55.24 FEET; THENCE RUN S.82032'28"E. FOR A DISTANCE OF 44.86 FEET; THENCE RUN N.53022'03"E. FOR A DISTANCE OF 44.40 FEET; THENCE RUN N.70034'36"E. FOR A DISTANCE OF 55.16 FEET; THENCE RUN S.85°21'08"E. FOR A DISTANCE OF 46.71 FEET; THENCE RUN S.78°07'03"E. FOR A DISTANCE OF 35.35 FEET; THENCE RUN S.62036'32"E. FOR A DISTANCE OF 135.31 FEET; THENCE RUN S.68°55'34"W. FOR A DISTANCE OF 20.96 FEET; THENCE RUN S.40°47'22"W. FOR A DISTANCE OF 12.61 FEET; THENCE RUN S.38057'44"W. FOR A DISTANCE OF 18.51 FEET; THENCE RUN S.01045'54"W. FOR A DISTANCE OF 32.75 FEET; THENCE RUN S.13°38'07"E. FOR A DISTANCE OF 48.79 FEET TO THE POINT OF BEGINNING. CONTAINING 2.075 ACRES, MORE OR LESS. THIS PROPERTY IS SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. Naples • Fort Myers • Venice OR: 3979 PG: 2578 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5700 Page 2 of 2 BEARINGS REFER TO THE NORTH LINE OF LOT 5, BLOCK C, QUAIL WEST UNIT ONE, WL AT BLOCK C, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24 AT -PA Iq'hn7 THROUGH 39 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS $VJNG N.89y.55'07"E. : HOLE M 1 TE 'INC. ' CERTA TE COP AUTHORIZATION NUMBER LB 1772 BY A. �^ P.S.M. #5628 y ,� '• a THOMAS M. MIWAY STATE OF FLORIDA � b F °tea, s 1•a wmn * iA a° b Klk vp W:U997W7COE.d. NGRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. TRACT P-2 CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 1815.00' 5'S2'39" 186.11' S 85'46'40" E 186.19' TRACT GC-9 GOLF COURSE L23 L24 L25 TRACT P-1�' �8 L19 L L28 17 2 �10�� v TRACE AREA = 07 ACRES C d J LAKE 9 D.E. L14 r }. L12 m 1 r POB .88 L33 14L5 G.C.E. L6 89 55 07 x 20' M.E. 2 #�a.�ItIb-180.67 �"� w C1 „°�g op o N 89'55'07" E c� Iri98.23 O Lo 3 O o z O p U O C5 N N 54 NO N O o Z a o W 3 < f O M O N N B L 0 C K o C z z W LEGEND z POC POINT OF COMMENCEMENT POB POINT OF BEGINNING BME BUFFER MAINTENANCE EASEMENT a DE DRAINAGE EASEMENT LINE TABLE LINE DIRECTION DISTANCE L1 S 48'59'05" E 38.03' L2 S 20'28'01" W 21.36' L3 N 81'51'48" W 43.16' L4 N 54'24'58" W 36.40' L5 N 87'36'54" E 44.37' L6 S 83'26'36" E 46.49' L7 N 56*17'54" E 24.12' LB N 28'24'08" E 23.23' L9 N 07'01'28" W 17.01' L10 N 60'24'03" W 20.04' L11 S 71'50'07" W 31.75' L12 S 87*26*10" W 26.04' L13 N 55'20'24" W 10.75' L14 N 90'00'00" W 38.75' L15 N 30'46'34" E 80.31' L16 N 39'06'31" E 28.66' L17 S 77'57'54" E 42.42' L18 S 67'54'21" E 25.54' L19 N 88'25'35" E 42.41' L20 N 64'03'35" E 55.24' L21 S 82'32'28" E 44.86' L22 N 53'22'03" E 44.40' L23 N 70'34'36" E 55.16' L24 S 85'21'08" E 46.71' L25 S 78'07'03" E 35.35' L26 S 62'36'32" E 135.31' L27 S 68'55'34" W 20.96' L28 S 40'47'22" W 12.61' L29 S 38'57'44" W 18.51' L30 S 01'45'54" W 32.75' L31 S 13'38'07" E 48.79' L32 N 88*17'15" W 111.12' L33 N 84'22'09" W 131.61' GCE GOLF COURSE EASEMENT * NOT A SURVEY " SEC-TwN-RGE: 7-4a-26 950 Encore Way NOT VAUD WITNWT PROJECT NO. DATE Naples. FL 34110 THE SM�1�►TtK AND DRAWN BY:s i os Phone: (239) 254-2000 TN¢ °1SEAL OF A now SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024 . Florida Certificate of ucom stwvm REFERENCE NO. Tmm a-5700 ON#EERS • ftm • SQYEYORS Authorization No.1772 gyp WPM P3-COE GRAPHIC SCALE N 100 0 50 100 ( IN FEET ) TRACT GC-9 GOLF COURSE CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 50.00' 22'27'41" 19.48' N 12'14'31" E 19.60' C2 50.00' 43'57'38" 37.43' N 45*27'10" E 38.36' 1 inch = 100 ft.. O.R. 1491 PGS. 1850-1855 60' UTILITY k ACCESS EASEMENT 698.89' It ----------wLj Ln r'rt o TRACT GC-9 i GOLF COURSE `rw rL�1 �70 ZRPC, P,5 TRACT P-4 m os ~L27 ry L26 �12�515A�11OA1 01 E p1 �,1559 Zip. C.) I �5 20' M.E. �ry �Qs 61 1 B L 0 C / C K 3 F SEC-TWN-RGE: 7.8-48-26 DRAWN BY. DATE TF 10/05 -MKED BY- AWING N0. TMM B-5706 "550 t.v 0 SEC 6 SEC 5 SEC 7 SEC 8 87.12' O.R. 1491 PGS. 1850-1855 _7 '1�0' UTILITY k ACCESS EASEMENT N 8955'26' E LEGEND ?nC /i7' "', POC POINT OF COMMENCEMENT POB POINT OF BEGINNING ME MAINTENANCE EASEMENT BME BUFFER MAINTENANCE EASEMENT DE DRAINAGE EASEMENT GCE GOLF COURSE EASEMENT UE UTILITY EASEMENT O.R. OFFICIAL RECORDS BOOK 950 Encore Way Naples, FL 34110 Phone (239) 254-2000 Florida Certificate of Authorization No.1772 • NOT A SURVEY Na V" NIIIIOIR THE SIONATiRIE A10 11E 000K RASED SEAT. OF A ROM EICEIm SUttl= AND YAPPER. LINE TABLE LINE DIRECTION DISTANCE L1 S 22'34'01" E 45.00' 1-2 N 76'34'21" W 49.36' L3 N 11'41'46" E 30.65' L4 N 06'14'21" W 22.05' L5 N 83'06'20" E 49.23' L6 N 75.20'36" E 60.86' L7 S 70'25'23" E 37.00' L8 N 67'25'59" E 18.78' L9 N 11'33'26" E 54.36' L10 N 60'29'12" W 26.33' L11 I N 76'04'45" E 62.41' L12 N 27-29*52" E 40.83' L13 N 21'54'S5" W 33.03' LINE TABLE LINE DIRECTION DISTANCE L14 N 55'21'53" W 60.06' L15 N 7433'12" E 6 .15' L16 S 89'42'21" E 81.02' L17 S 87'54'52" E 110.45' L18 S 41'39'58" E 20.18' L19 S 04'22'02" E 25.16' L20 S 21'06'05" W 23.66' L21 S 56'31'45" W 26.31' L22 S 60'39'55" W 110.62' L23 S 41"14'33" W 108.23' L24 S 22'34'01" E 155.00' L25 N 56'07'23" E 25.50' L26 S 02'36'13" Wj 32.50' L27 S 16'34'56" E 1 13.26' LEGAL DESCRIPTION: ALL OF TRACTS P-4 AND P-5 AND A POR11ON OF LOTS 1, 2. AND 3. QUAIL WEST UNIT ONE, REPLAT ACCORDING TD THE PLAT THEREOFAS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 2 QUAIL WEST UNIT ONE, REPLAT ACCORDING TD THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA; THENCE RUN 52234'01'E. ALONG IRE WESTERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HERON DESCRIBED; THENCE RUN S.677W59"W. FOR A DISTANCE OF 105.36 FEET; THENCE RUN N.76'301"W. FOR A DISTANCE OF 49.36 FEET TO A POINT ON THE NORTHWESTERLY BOUNDARY OF LOT 3, OF SAID QUAIL WEST UNIT ONE, REPLAT. SAID POINT ALSO BEING A POINT ON A CIRCULAR CURVE, CONCAVE / WESTERLY, WITH A RADIUS POINT THAT BEARS N.6631'39"W. A DISTANCE OF 50.00 FEET THEREFROM, ,K THENCE RUN NORTHEASTERLY ALONG THE BOUNDARY OF SAID LOT 3 AND ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET,IHR000H A CENTRAL ANGLE OF 2277'41', SU87ENDED BY A CHORD OF 19.48 FEET AT A BEARING OF N.12'14'31'E, FOR A DISTANCE OF 1&60 FEET TO THE SOUTHWEST CORNER OF TRACT P-4 OF SAID QUAIL WEST UNIT ONE, REPLAT; THENCE RUN N.1141'46'E FOR A DISTANCE OF 30.65 FEET; THENCE RUN N.0694'21'WI. FOR A DISTANCE OF 22.05 O FEET; THENCE RUN N 8306'20'E. FOR A DISTANCE OF 49.23 FEET; THENCE RUN N.75'2036"E. FOR A / DISTANCE OF 60.86 FEET; THENCE RUN S7075'23'E FOR A DISTANCE OF 37.00 FEET; THENCE RUN N.67'25'59'E FOR A DISTANCE OF 18.78 FEET; THENCE RUN N 113YWE. FOR A DISTANCE OF 54,36 FEET; THENCE RUN N.60702"WI. FOR A DISTANCE OF 26.33 FEET. THENCE RUN N.76V4'45E FOR A DISTANCE OF 62.41 FEET; THENCE RUN N.277W52'E. FOR A DISTANCE OF 40.83 FEET; THENCE RUN N.2134'55'W. FOR A DISTANCE OF 33.03 FEET. THENCE RUN N.5571'53"W. FOR A DISTANCE OF 60.06 FEET; THENCE RUN N.7433'12"E. FOR A DISTANCE OF 62.15 FEET; THENCE RUN S.W4211'E. FOR A DISTANCE OF 81.02 FEET; THENCE RUN S.8734'52'E., FOR A DISTANCE OF 110.45 FEET; THENCE RUN S.4139'58'E., FOR A DISTANCE OF 20.18 FEET; THENCE RUN S.0472'02•E, FOR A DISTANCE OF 25.16 FEET; THENCE RUN S21'06'O5'W.. FOR A DISTANCE OF 23.66 FEET; THENCE RUN 55831'45W.. FOR A INSTANCE OF 26.31 FEET; THENCE RUN 5603W55'W1, FOR A DISTANCE OF 110.62 FEET; THENCE RUN 54194'33'W., FOR A INSTANCE OF 10IL23 FEET; THENCE RUN 5677W59'WL FOR A INSTANCE OF 104.65 FEET TO THE POINT OF BER1rRNING. CO NI A1,ING 1.009-ACRES, MORE OR LESS. THIS PROPERTY . 4Y r0`d IMSERV47MS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO 1M WEST LINE OF LOT 2, QUAIL WEST UNIT ONE; REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN KAT BOOK 21 AT PAGES 84 THROUGH 105 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDAI AS BEING S.22'U01'E. HOLE MONIES. NIC _ CERTIFICATE 011F.AWHOIiIZAT10N NUMBER LB 1772 BY ( P.S.M. #5628 y TH4ZH0ITAS M. I STATE OF FLORIDA SKETCH AND LEGAL DESCRIPTION 87.024 P5-COE N GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. TRACT GC-19 GOLF COURSE LEGAL DESCRIPTION: LINE TABLE LINE DIRECTION DISTANCE L438 S 36-03'01 W 69.14 L439 S 8110 26 W 38.71 L440 S 76'07 31 E 54.95 L441 S 61'50 51" E 58.24 L442 S 72'51 29" E 84.66 L443 W 83'1917 E 60.27 L444 S 65'29 36" W 60.83 L445 S 51'04 52 W 58.91' L446 N 08'28 06" E 18.71' L447 S 1317 26" E 59.92 L448 N 05'46'09" W 47.34 L449 S 09'55'43" W 42.13 L450 S 17'4410 W 47.69' L451 N 02*4214" E 63.72 L452 N 00'00'00 E 37.01 L453 S 05*12'30" W 27.59 L454 S 60'53'45 E 8.84 L455 N 09'42'26" E 170.16' L456 N 07'23'36" E 45.50' L457 S 01'56'35" W 66.49' L458 N 90'00'00" E 25.05' L459 N 64*14'33" E 16.13' L460 S 82'59'44" W 20.69 L461 S 83'56'47" E 23.93' L462 N 71'50'07" W 15.29' L464 S 48*26'16" W 35.73 L465 N 71'02'18" E 28.27 L466 S 83'47'38" E 46.59' L467 S 55'54'28" W 27.49' L4 88 N 38'06'37" E 30.88' N' ALL OF TRACT P-6 OF QUAD,. WEST UNIT ONE, REPLAT, ACCORDING TO THE = PLAT THEREOF AS RECQRDEb, IN PLAT BOOK 21 AT PAGES 84 THROUGH LIO 106 OF THE PUB'PE;CORDS' Or, COWER COUNTY, FLORIDA. o v� AREA 1.74 ACRES MORE' OK 41439 � ' SUBJECT T- O EASEMENTS, RESERVATIONS, OR RESTRICTIONS OF RECORD. HOLE INC. LAKE 7 D.E. TRACT GC-18 ,MQNTES, CERTIFICATE OF AU7HOhIZAT104'LB 0772 GOLF COURSE BY �J�l,.:, P.S.M. #5628 NOT A SURVEY .,; THOMAS M. M RPH STATE OF FLORIDA SEC-TVM-RGE: e-,e-z6 950 Eno= way NOT VAM wnour PROJECT NO. DRAW BY: S.A.S. / TF ATE 4/97 - 10/05 Nghs. FL 34110 Pimm (�) 2-� Tw � mTw ao % '"� °O SKETCH AN.D -L"EGAL DESCRIPTION 87.024 NO ilorlda CwNfl& of A R MM SEAL OF A FLOADA S.A.S. / TMM 8-5705 Aulwkdm Np lM AMYAPPER. P6-COE 21 i x N POB Pm S.W. CORNER TRACT P-7 GRAPHIC SCALE 100 0 50 100 J J IN FEET ) C, 1 inch = 100 ft. N J L23 L22 DETAIL A NOT TO SCALE LINE TABLE LINE DIRECTION DISTANCE L1 N 01'56'35" E 66.49' L2 N 01'56'35" E 9.63' L3 N 01'56'35" E 56.86' L4 N 07'23'36" E 45.50' L5 N 07'23'36" E 9.55' L6 N 07'23'36" E 12.94' L7 N 07'23'36" E 23.01' L8 S 82'36'24" E 7.22' L9 N 07'03'38" E 12.98' L10 N 82'56'22" W 7.15' L11 N 09'42'26" E 170.10' L12 S 05'21'48" E 8.90' L13 N 27'24'58" E 29.27' L14 N 56'31'00" E 33.06' L15 S 05'21'43" E 73.20' L16 S 16*16'51" W 55.84' L17 S 76'30'07" W 19.41' L18 N 71'50'07" W 15.29' L19 N 83'56'47" W 23.93' L20 S 82'59'44" W 20.69' L21 S 64'14'33" W 16.13' L22 N 90'00'00" W 16.55' L23 N 90'00'00" E 8.49' LEGEND POO POINT OF BEGINNING DE DRAINAGE EASEMENT SPE SPECIAL PRESERVE EASEMENT GCE GOLF COURSE EASEMENT B NOT TO SCALE BURNHAM ROAD TRACT R SEE DETAIL B SEE DETAIL . POC� N Li0 a J '0 J L8 * NOT A SURVEY ' CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 580.00' 18'36'00" 187.46' S 14'39'42" E 188.29' 1 C2 17.00' 43'35'S0" 12.63' N 40"8'47" W 12.94' LEGAL DESCRIPTION: A PORTTON OF TRACT P-7 QUAIL WEST UNIT ONE. REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PUTT BOOK 21 AT PAGES 84 THROUGH 105. AND A PORTION OF LOTS 1 AND 2. BLOCK G. QUAIL WEST UNIT ONE, REPLAT BLOCKS G AND H. ACCORDING TO THE PUTT THEREOF AS RECORDED IN PLAT BOOK 22 AT PAGES 36 AND 37 OF THE PUBLIC RECORDS OF COWER COUNTY. FLORIDA. BEING MORE PARTICULARLY OESCRI80 AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF TRACT P-7 OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21 AT PAGES 64 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA; THENCE RUN N.01"56'35'E. ALONG THE BOUNDARY LINE OF SAID TRACT P-7 FOR A DISTANCE OF 9.63 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED. THENCE CONTINUE N.01'W'35'E. ALONG THE BOUNDARY LINE OF SAID TRACT P-7, FOR A DISTANCE OF W.811 FEET. THENCE RUN N.077.3'36'E. ALONG THE BOUNDARY LINE OF SAID TRACT P-7, FOR A DISTANCE OF 9.55 FEET; THENCE RUN S.8236'24'E. FOR A DISTANCE OF 7.22 FEET. THENCE RUN N.07MY38'E. FOR A DISTANCE OF IZ98 FEET; THENCE RUN N.82'56'22'W. FOR A DISTANCE OF 7.15 FEET TO A POINT ON THE BOUNDARY LINE OF SAID TRACT P-7; THENCE RUN N.07'23'36'E. ALONG THE BOUNDARY LINE OF SAID TRACT P-7, FOR A DISTANCE OF 23.01 FEET; THENCE RUN N.09'42'26'E. ALONG THE BOUNDARY LINE OF SAID TRACT P-7, FOR A DISTANCE OF 17MIO FEET; THENCE RUN S.0521'48'E. FOR A DISTANCE OF 8.90 FEET; THENCE RUN N.27124'58"E. FOR A DISTANCE OF 29.27 FEET; THENCE RUN N.5631'00'E. FOR A DISTANCE OF 33.06 FEET; THENCE RUN S.05'21'48'E. FOR A DISTANCE OF 73.20 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.84'012'E. A DISTANCE OF 580.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 580.00 FEET. THROUGH A CENTRAL ANGLE OF 1836'00'. SUBTENDED BY A 04O RD OF 187.46 FEET AT A BEARING OF S.1439'42'E., FOR A DISTANCE OF 188.29 FEET TO THE END OF SAID CURVE; THENCE RUN S.1616'51'W. FOR A DISTANCE OF 55.84 FEET. THENCE RUN S.76'WO7'W. FOR A DISTANCE OF 19.41 FEET; THENCE RUN N.71'S0'07'W. FOR A DISTANCE OF 15.29 FEET; THENCE RUN N.83'56'47'W. FOR A DISTANCE OF 23.93 FEET; THENCE RUN S.82'59'441W. FOR A DISTANCE OF 20.69 FEET; THENCE RUN S.6414'33"W. FOR A DISTANCE OF 16.13 FEET; THENCE RUN N.90O0'00'W. FOR A DISTANCE OF 16.55 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.2733'I8'E.. A DISTANCE OF 17.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.00 FEET. THROUGH A CENTRAL ANGLE OF 4335'50'. SUBTENDED BY A CHORD OF 12.63 FEET AT A BEARING OF N.4018'47'W., FOR A DISTANCE OF 12.94 FEET M THE POINT OF BEGINNING, CONTAINING 0.586 ACRE. MORE OR LESS THIS PROPERTY IS ,StJB,IEA:T'p* fEtlJs, RESERVATIONS OR RESTRICTIONS OF RECORD. tr:• BEAM" SHOWN i RE7 ER TO' 7HE SOUTH LINE OF LOT 1, BLOCK G. QUAIL WEST UNIT ONE, RL'9LAT 8IMS G AND H. ACCORDING TO THE PLAT THEREOF AS RECORDED IN, PA,a BOOK 22 AT PAGES 36 THROUGH 37 OF THE PUBLIC RECORDS OF COLUE1j1,.MJl�ft. FLORIDA A$ VEING S.717W07'W. HOLE MONTES.'IN0. ..1 . ••�"� CERV1CATE-' & 'AUT�IugcRrl.luv NUMBER LB 1772-0- 1` BY 14*1110ti-, �J' aldwrS.M. j5628 7�� THOMAS,M. MURPHH STATE OF FLORIDA xc- I INN-KUL: 6-48-26 950 Encore Way NOT VALID wILNWT rKUJt U I W. DRAWN DATE Naples. FL 34110 TIE SWATURE AND $7.024 TF ' 10/05 Phone: (239) 254-2000 THE aUK OFLNAI RAID SKETCH AND LEGAL --DESCRIPTION REFERENCE NO. AWIN NO. Florida Certificate of Mum Sur TMM NCI LNI B-5702 PI�NEkS SUIYEiORS Authorization No. APPEIL P7-COE OR; 3979 PG; 2583 HOLE MONIES ENGINEERS • PLANNERS •SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5703 Page 1 of 3 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT P-8 AND A PORTION OF TRACT GC- 10, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF TRACT A AND LOTS 1 THROUGH 5, BLOCK H, QUAIL WEST UNIT ONE, REPLAT BLOCKS G AND H, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 22 AT PAGES 36 AND 37, AND A PORTION OF TRACT C, QUAIL WEST PHASE III, UNIT FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH QUARTER CORNF OF SECTION 8, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY,",FL HE, CE ItUN N.89°5548"E., ALONG THE NORTH LINE OF THE NORTHEAST, RA_ ION 8, FOR A DISTANCE OF 133.95 FEET TO THE 14ORTHEAS°° """CORNER OF L0�7>8 OCK K, ACCORDING TO THE PLAT OF QUAIL WEST, PHAS Ili, OC LK K, LOT 97, AS RORD IN PLAT BOOK 26 AT PAGES 83 THROUGH 84 OF THE PtALICREC,Q PS O l'OIL i>�COUNTY, FLORIDA; THENCE RUN S.13°15'26"E., ALONG tHE EVES L� OF -$AID LOT 97 FO A DISTANCE OF 15.41 FEET, TO THE POINT OF BEGINNING bF PL�� iN DESCRIBED; THENCE CONTINUE S.13°15'26"E., ALONG HE�WE$T)`L � S (�� 47 FOR A DISTANCE OF 180.38 FEET TO THE BEGINNING OF TAN = N IA., I t iJl:A OkVt CONCAVE NORTHEASTERLY; THENC7N 1"EL, AL01� I� tC OF SAID CURVE TO THE LEFT AND ALONG THE ST LINE OF SAID LOB 97, H AVID RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANF 37°42'23", SUBTEY, �RD OF 42.01 FEET AT A BEARING OF S.32006'37"E., F I ►DISTANCE OF 42 7E ,TA MEND OF SAID CURVE; THENCE RUN S.50057'49"E., AL Q411HE WEST LINE OF L01 9�i'IAOR A DISTANCE OF 55.26 FEET TO THE BEGINNING OF A ENTIAL. CIRCULA Ni3,0R'VE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE OF .0 RVE TO THE RIGHT AND ALONG THE WEST LINE OF SAID LOT 97, HAVI 4d kk, " 'Id 50.00 FEET, THROUGH A CENTRAL ANGLE OF 67°44'47", SUBTENDED BY A CHORD OF 55.74 FEET AT A BEARING OF S.17°05'25"E., FOR A DISTANCE OF 59.12 FEET TO A POINT OF REVERSE CURVE; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT AND ALONG THE WEST LINE OF SAID LOT 97, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 90033'05", SUBTENDED BY A CHORD OF 135.00 FEET AT A BEARING OF S.28029'34"E., FOR A DISTANCE OF 150.14 FEET TO A POINT OF REVERSE CURVE; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT AND ALONG THE WEST LINE OF SAID LOT 97, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 141-09-27", SUBTENDED BY A CHORD OF 81.11 FEET AT A BEARING OF S.03011'24"E., FOR A DISTANCE OF 105.94 FEET TO A POINT OF REVERSE CURVE; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT AND ALONG THE WEST LINE OF LOT 97, HAVING A RADIUS OF 62.00 FEET, THROUGH A CENTRAL ANGLE OF 33°41-34", SUBTENDED BY A CHORD OF 35.94 FEET AT A BEARING OF S.50°32'33"W., FOR A DISTANCE OF 36.46 FEET TO A POINT OF REVERSE CURVE; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT AND ALONG THE WEST LINE OF SAID LOT 97, HAVING A RADIUS OF 58.00 FEET, THROUGH A CENTRAL ANGLE OF 70°32-05", SUBTENDED BY A CHORD OF 66.98 FEET AT A BEARING OF S.68057'49"W., FOR A DISTANCE OF 71.40 FEET TO A POINT REVERSE CURVE; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT AND ALONG THE BOUNDARY LINE OF SAID LOT 97, HAVING A w:usnwe-CW-dw Naples • Fort Myers • Venice OR: 3979 PG: 2584 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5703 Page 2 of 3 RADIUS OF 190.04 FEET, THROUGH A CENTRAL ANGLE OF 50032'29", SUBTENDED BY A CHORD OF 162.25 FEET AT A BEARING OF S.7805722"W., FOR A DISTANCE OF 167.63 FEET TO A POINT OF REVERSE CURVE; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 84032'16", SUBTENDED BY A CHORD OF 80.71 FEET AT A BEARING OF N.84002'45"W., FOR A DISTANCE OF 88.53 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 3803849", SUBTENDED BY A CHORD OF 9.93 FEET AT A BEARING OF N.22027'13"W., FOR A DISTANCE OF 10.12 FEET TO THE END OF SAID CURVE; THENCE RUN N.03°07'48"W., FOR A DISTANCE OF 48.67 FEET; THENCE RUN N.0205249"E., FOR A DISTANCE OF 118.95 FEET; THENCE RUN N.35°43'20"W., FOR A DISTANCE OF 9.62 FEET; THENCE RUN N.49°00'19"W., FOR A DISTANCE OF 8.68 FEET; THENCE RUN N.4503542"W., FOR A DISC F D h :�FET; THENCE RUN N.43048'06"W., FOR A DISTANCE OF 9.47 FEET; THE C 2°�t l'i -FOR A DISTANCE OF 3.82 FEET; THENCE RUN N.30035'58"W., FOR T;4NCE OF 7.28 FF"T NCE RUN N.16°42'05"W., FOR A DISTANCE OF 2.97 FEET; THE1J, RUN N.21 °22'46"W., FOI DITANCE OF 7.03 FEET; THENCE RUN N.31014'03"W., FOR A DISTANCE OF 10 9 FEET; HENCE RUN N.27°34'04"W., FOR A DISTANCE OF 7.39 FEET T�N� UN I�I�8°3"'Tli`�"W., FOR A DISTANCE OF 7.13 FEET; THENCE RUN N.05043'03 W.;'FOR DISTANO-;� O 72��u,TTE1CT RUN N.10°00'35"W., FOR A DISTANCE OF 4.91 FEET, THEk R� N 1 �°3�l"�W., DISTANCE OF 9.88 FEET; THENCE RUN N.03048'45 W4 FOR A DIS ANCt W8 k6'-FEET;'1NE CEERUN N.41°26'28"W., FOR A DISTANCE OF 3.48 FEET; R�h ,1133. ., FQ ADI 1, iCE OF 9.13 FEET; THENCE RUN S.73025'40"W., O A DISTANCE OF 25 FEET;- TIER RUN S.06°28'37"W., FOR A DISTANCE OF 45.09 THENCE RUN S.41 °25:� E , FOR '6ISTANCE OF 31.80 FEET; THENCE RUN S.55046'39"E., F �bISTANCE OF 10.63 111, u; E RUN S.29030'25"E., FOR A DISTANCE OF 16.72 FEET; T IIICE'UN S.01054'39"E., FOR�b TANCE OF 13.68 FEET; THENCE RUN S.63000'38"W., FOR E OF 23w0 P � AENCE RUN S.34059'30"W., FOR A DISTANCE OF 26.87 FEET; TIC �2 �,' A DISTANCE OF 63.96 FEET; THENCE S.08007'40"E., FOR A DISTANCE OF 5�24:ZT; THENCE S.18°15'17"E., FOR A DISTANCE OF 16.46 FEET; THENCE RUN S.25°20'26"E., FOR A DISTANCE OF 35.32 FEET TO A POINT ON THE BOUNDARY OF TRACT P-8, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT, AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.00000'00"E., ALONG THE BOUNDARY OF SAID TRACT P-8 FOR A DISTANCE OF 200.40 FEET; THENCE RUN S.30°02'25"W., ALONG THE BOUNDARY OF SAID TRACT P-8 FOR A DISTANCE OF 74.64 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID TRACT P-8; THENCE RUN N.57°50'32"W., ALONG THE BOUNDARY OF TRACT P-8 FOR A DISTANCE OF 24.04 FEET; THENCE RUN S.12°08'53"W., ALONG THE BOUNDARY OF SAID TRACT P-8 FOR A DISTANCE OF 26.50 FEET; THENCE RUN N.74000'25"W., ALONG THE BOUNDARY OF SAID TRACT P-8 FOR A DISTANCE OF 51.37 FEET TO A POINT ON THE BOUNDARY OF LOT 5, BLOCK H, ACCORDING TO THE PLAT OF QUAIL WEST UNIT ONE, REPLAT BLOCKS G AND H AS RECORDED IN PLAT BOOK 22 AT PAGES 36 AND 37 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.59053'37"W., FOR A DISTANCE OF 49.22 FEET; THENCE RUN N.06°12'58"E., FOR A DISTANCE OF 46.10 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 33°35'16", SUBTENDED BY A CHORD OF 479.62 FEET AT A BEARING OF N.10°34'40"W., FOR A DISTANCE OF 486.56 FEET; THENCE RUN N.62037'42"E., FOR A DISTANCE OF 5.00 FEET TO A L� V, OR: 3979 PG: 2585 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5703 Page 3 of 3 POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.6203742"W., A DISTANCE OF 835.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 835.00 FEET, THROUGH A CENTRAL ANGLE OF 08048'08", SUBTENDED BY A CHORD OF 128.15 FEET AT A BEARING OF N.3104622"W., FOR A DISTANCE OF 128.28 FEET TO A POINT OF REVERSE CURVE; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 215.00 FEET, THROUGH A CENTRAL ANGLE OF 30°48'39", SUBTENDED BY A CHORD OF 114.23 FEET AT A BEARING OF N.20046'07"W., FOR A DISTANCE OF 115.62 FEET TO THE END OF SAID CURVE; THENCE RUN N.05°21'48"W., FOR A DISTANCE OF 43.19 FEET; THENCE RUN S.89°55'26"W., FOR A DISTANCE OF 14.08 FEET; THENCE RUN N.26009'14"E., FOR A DISTANCE OF 37.73 FEET; THENCE RUN N.81032'26"E., FOR A DISTANCE OF 67.45 FEET; THENCE RUN N.83°47'34"E., FOR A DISTANCE OF 80.47 FEET; THENCE RUN N.89044'21 "E., FOR A DISTAN OF 57, r7-f T; THENCE RUN S.86° 10'05 "E., FOR A DISTANCE OF 51.25 FEET; THEN(E1� A DISTANCE OF 47.87 FEET; THENCE RUN N.89055'38"E., FORaPiVCE OF 259.65 FE#t,TO THE POINT OF BEGINNING; CONTAINING 7.894 ACRES, MOOR LESS. THIS PROPERTY IS RECORD. BEARINGS SHOWN HERE01 OF SEgION ,,1OWNSHIP BEING.N.8904SI48E: iqu;- giONTLS; INC: -�;-° `• �"ERTI� �i"E-OF P.UTIiOI� BY �• ''i`HO" M.' J so,c .,ram RESERVATIONS \OR RESTRICTIONS OF Y i0k- 'I -INEf-)F HE NORTH EAST QUARTER A , CQ C+f LINTY, FLORIDA AS "r LB 1772 � N:U9l?WVC0Edoc t>D co LA-11 N CJ Qa Ql L� Q1 C+'7 O N OW)," ROAD, TRACT R VOW)," TRACT P-6 GUAR. WEST UNIT ONE, REPLAT ` P.R. 21 PGS 64-106 \11 COLLIER COUNTY, FLORIDA L2A, 423 L22/ L21 / L15 I \ L26 <� L13 15' G.C.E. �i0 ` �L12 DETAIL 3 L1 N NOT TO �9 SCALE / I TRACT GC-10 \' 4 QUAIL WEST UNIT ONE, REPLAT P.O. 21 PGS 64-106 W. LINE NE 14 COLLIER COUNTY, FLORIDA SEC 8-48- 6 LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING A.E. ACCESS EASEMENT -� Q.W.P.E. QUAIL WEST PERPETUAL EASEMENT 5 C.U.E. COUNTY UTILITY EASEMENT BLOCK H G.C.E. GOLF COURSE EASEMENT 25' G.C.E.-r S.P.E. SPECIAL PRESERVE EASEMENT U.E. UTILITY EASEMENT SEC-TWN-RGE: B-48-28 DATE Hy. 10/05 DRAWINB-5703� "MA' N 1 /4O SEC. 8-48-26 1 A0 Ian 5' G.C.E. 10' U.E. k Q.W.P.E. M.E. o+ Ia N O 1 O Z TRACT OC-2 EGOLF COURSE:, A.E.1 QUAIL WEST PHASE III, UNIT F IYE P 8. 39 PO S. 34-47 950 Encore Way Naples, FL 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 NOT A SURVEY • NOT vat wmff THE slau►rm AND LINE TABLE LINE DIRECTION DISTANCE L1 N 89'55'48" E 133.95' L2 S 13'15'26" E 15.41' L3 S 13*15'26" E 180.38' L4 S 50'57'49" E 55.26' L5 N 03'07'48" W 48.67' L6 N 02'52'49" E 118.95, L7 N 35'43'20" W 9.62' L8 N 49'00'19" W 8.6-8 L9 N 45'35'42" W 19.94' L10 N 43'48'06" W 9.47' L11 N 26'34'01" W 3.82' L12 N 30'35'58" W 7.28' L13 N 16'42'05" W 2.97' L14 N 21'22'46" W 7.03' L15 N 31 *14'03" W 10.99' L16 N 27'34'04" W 7.39' L17 N 28'37'21" W 7.13' L18 N 05'43'03" W 5.72' L19 N 10'00'35" W 4.91' L20 N 11 *38'30" W 9.88' L21 N 03'48'45" W 8.56' L22 N 41'26'28" W 3.48' L23 N 64*11*33" W 9.13' L24 S 73'25'40" W 25.19' L25 S 06'28'37" W 45.09' L26 S 41-25'20" E 31.80' LINE TABLE LINE DIRECTION DISTANCE L27 S 55'46'39" E 1 10.63' L28 S 29'30'25" E 16.72' L29 S 01'54'39' E 13.68' L30 S 63'00'38" W 23.64' L31 S 34'59'30" W 26.87' L32 S 10'57'20" W 63.96' L33 S 08'07'40' E 51.24' L34 S 18'15'17" E 16.46' L35 S 25'20'26" E 35.32' L36 S 00'00'00" E 200.40' L37 S 30'02'25" W 74.64' L38 N 57'50'32" W 24.04' L39 S 12'08'53" W 26.50' L40 N 74'00'25" W 51.37' L41 N 59*53*37" W 49.22' L42 N 06'12'58" E 46.10' L43 N 62'37'42" E 5.00' L44 N 05'21'48" W 43.19' L45 S 89'55'26" W 14.08' L46 N 26*09'14" E 37.73' L47 N 81'32'26" E 67.45' L48 N 83'47'34" E 80.47' L49 N 89'44'21" E 57.12' L50 S 86'10'05" E 51.25' L51 S 85'19'15" E 47.87' L52 N 89'S5'38" E 259.65' CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 65.00' 37'42'23" 42.01' S 32'06'37" E 42.78' C2 50.00, 67'44'47" 55.74' S 17'05'25" E 59.12' C3 95.00' 90'33'05" 135.00' S 28'29'34" E 150.14' C4 43.00' 141'09'27" 81.11' S 03'11'24" E 105.94' C5 62.00' 33'41'34" 35.94' S 50'32'33" W 36.46' C6 58.00' 70'32'05" 66.98' S 68'57'49" W 71.40' C7 190.04' 50'32'29" 162.25' S 78'57'22" W 167.63' C8 60.00' 84*32'16" 80.71' N 84'02'45" W 88.53' C9 60.00' 53'48'29" 54.30' S 80'35'22" W 56.35' C10 60.00' 30'43'46" 31.80' N 57'08'30" W 32.18' C11 15.00' 38'38'49" 9.93' N 22'27'13" W 10.12' C12 830.00' 33'35'16" 479.62' N 10'34'40" W 486.56' C13 835.00' 08'48'08" 128.15' N 31'46'22" W 128.28' C14 215.00' 30'48'39" 114.23' N 20-46'07" W 115.62' GRAPHIC SCALE 150 0 75 150 ( IN FEET ) 1 inch = 150 ft. OF A flAAOA SIX 01�'"AL um SEAL SKETCH TO ACCOMPANY A LEGAL DESCRIPTION ucom SORYm AND wim 87.024 P8-COE IIIIIIiZil ,. IRM OR: 3979 PG: 2581 HOLE MONIES ENGINEERS - PLANNERS • SURVEYORS 950 Encore Way - Naples, Florida 34110 - Phone: 239.254.2000 - Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 1 of 9 A PARCEL OF LAND LOCATED INA PORTION OF TRACTS P-10, P-13, P-19, P-20, GC-2, GC-3, GC-4, GC-5, GC-6, GC-7, LOTS 4, 5, 6, 7, 8, 9, 10, 11, 14, AND 15 OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF LOTS 18, 19, 20, 21, 22, 23, 24, 25, 26, AND 27, OF QUAIL WEST UNIT ONE, REPLAT BLOCK C SECOND ADDITION ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 29 AT PAGES 65 THROUGH 67, AND A PORTION OF LOTS 26, 27, 28, 29, AND 30 OF QUAIL WEST UNIT ONE, REPLAT BLOCK C ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24 AT PAGES 37 THROUGH 39, AND A PORTION OF LOTS 3, 4, AND 5 OF QUAIL WEST UNIT ONE, REPLAT BLOCK B ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 28, AT PAGES 75 AND 76, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 14,..QUAIL,,WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21 G S' 4�TTUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN 7�4T V.; ALbI`flo 'SOUTH LINE OF SAID LOT 14 FOR A DISTANCE OF 10.04 FEET, TO THE PO IN =(S�iINING OF THE�� F LAND HEREIN DESCRIBED AND TO A POINT ON A CIRCULAR CURVE, CONCXV :WESTERLY, WHOSE RAD 13b BEARS S.73°15'14"W., A DISTANCE OF 360.00 FEET THEREFROM; THENCE RUN°'SOUTHERLY, ALONG THE C O SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 360.00 FEET, H( J RG ,,A ENTRALLANG OF 50° '11"SUBTENDED BY A CHORD OF 306.58 FEET AT A BEARING OF S 08�27 20'W. FOR A VISTA NC OF'�16.69 FF T TP THE END OF SAID CURVE; THENCE RUN N.82002 25"W., FOR q �# DIS F m E� 1t .74° j0'08"W., FOR A DISTANCE OF 47.48 FEET; THENCE RUN N.83°16'14"W'I A D ANCI (F E r 1 F E��NC RUN S.26°3421"W., FOR A DISTANCE OF 23.45 FEET; THENC RUt N'.8°59' 6"FOkt ,A 19TA1�CE xOF Jg22 FEET; THENCE RUN S.82°26' 11 "W., FOR A DISTANCE O�8 7'l;i&,,TIE°1t°403 E DISTANCE OF 46.87 FEET; THENCE RUN S.72°39'29"W., FOR A �DISTANCE OF 46.64 FEET THENCE RUN S ° 4'44"W., FOR A DISTANCE OF 104.33 FEET; THENCE RUN S.11 °02'3 j" � 'FOR A DISTANCE OF 1 M FEET ' ICE RUN S.56°26'46"W., FOR A DISTANCE OF 26.76 FEET; THENCE RUW V-44°21'19"E., FOR A DIStANr CI✓ @ 37 37 FEET; THENCE RUN S.23°24'51"W., FOR A DISTANCE OF 32.64 FEET; THERUN S.85°54'57"E., FOR A DI TANCt OF 16.22 FEET; THENCE RUN S.28037'05"E., FOR A DISTANCE OF 12.75 1 Tj �NCE RUN S.18°53'Q .,,,,e0R A DISTANCE OF 109.03 FEET; THENCE RUN S.21°18'43"W., FOR A DISTA1 CL,4.58 79 FEE1 N UN S.17°00'19"W., FOR A DISTANCE OF 89.91 FEET; THENCE RUN S.18°39'18"W., FOR ADi ,' /� OF 9T; THENCE RUN S.24°14'04"W., FOR A DISTANCE OF 48.05 FEET; THENCE RUN S.35° 16'52"*�-FORA DISTANCE OF 28.55 FEET; THENCE RUN S.10°02'01 "E., FOR A DISTANCE OF 8.69 FEET; THENCE RUN S.21°46'45"W., FOR A DISTANCE OF 71.58 FEET; THENCE RUN S.36°02'44"W., FOR A DISTANCE OF 142.27 FEET; THENCE RUN S.60°54' 13"W., FOR A DISTANCE OF 43.15 FEET; THENCE RUN N.00000'00"W., FOR A DISTANCE OF 163.60 FEET; THENCE RUN S.62°48'06"W., FOR A DISTANCE OF 82.17 FEET; THENCE RUN S.12°29'34"E., FOR A DISTANCE OF 70.77 FEET; THENCE RUN S.66°09'48"W., FOR A DISTANCE OF 230.73 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.50°5328"W., A DISTANCE OF 2,025.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2,025.00 FEET, THROUGH A CENTRAL ANGLE OF 14019'44", SUBTENDED BY A CHORD OF 505.10 FEET AT A BEARING OF N.46016'24"W., FOR A DISTANCE OF 506.42 FEET TO A POINT OF REVERSE CURVE; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 47°24'13", SUBTENDED BY A CHORD OF 20.10 FEET AT A BEARING OF N.29044'09"W., FOR A DISTANCE OF 20.68 FEET TO A POINT OF REVERSE CURVE; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 48°59'08", SUBTENDED BY A CHORD OF 41.46 FEET AT A BEARING OF N.30031'37"W., FOR A DISTANCE OF 42.75 FEET TO THE END OF SAID CURVE; THENCE RUN N.55°01'11"W., FOR A DISTANCE OF 203.96 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.41°1444"E., A DISTANCE OF 210.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 89°29'09", SUBTENDED BY A CHORD OF 295.65 FEET AT A BEARING OF S.04000'42"W., FOR A DISTANCE OF 327.98 FEET TO THE END OF SAID CURVE; THENCE RUN S.75°27'02"E., FOR A DISTANCE OF 53.00 FEETTO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.34°5444"W., A DISTANCE OF W:u9mio cmdoc Naples - Fort Myers - Venice a OR: 3979 PG: 2588 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 2 of 9 1,815.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1,815.00 FEET, THROUGH A CENTRAL ANGLE OF 1102315", SUBTENDED BY A CHORD OF 360.31 FEET AT A BEARING OF S.49°23'28"E., FOR A DISTANCE OF 360.91 FEET TO THE END OF SAID CURVE; THENCE RUN S.53° 15'21 "W., FOR A DISTANCE OF 28.11 FEET; THENCE RUN N.76° 14'47"W., FOR A DISTANCE OF 22.75 FEET; THENCE RUN N.60°4528"W., FOR A DISTANCE OF 53.39 FEET; THENCE RUN N.68°22'02"W., FOR A DISTANCE OF 48.97 FEET; THENCE RUN N.82°20'12"W., FOR A DISTANCE OF 43.13 FEET; THENCE RUN N.28018'16"W., FOR A DISTANCE OF 121.26 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.16°3342"E., A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 17°39'46", SUBTENDED BY A CHORD OF 76.76 FEET AT A BEARING OF N.64°36'25"W., FOR A DISTANCE OF 77.07 FEET TO THE END OF SAID CURVE; THENCE RUN S.62048'04"W., FOR A DISTANCE OF 42.50 FEET; THENCE RUN S.06°45'30"E., FOR A DISTANCE OF 25.91 FEET; THENCE RUN S.36°35V3"E., FOR A DISTANCE OF 19.32 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.89022'11"W., A DISTANCE OF Li0'5 & OM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVIN ALI' ��F�3 THROUGH A CENTRAL ANGLE OF 05°02'50", SUBTENDED BY A CHORD OF 1" t AT A BEARINii 0 0 14"W., FOR A DISTANCE OF 1.50 FEET TO A POINT ON A CIRCULAR CURVE CQN AVE NORTHEASTERLY, )S RADIUS POINT BEARS N.86°20'04"E., A DISTANCE OF 18.14 FEET THEREFROIvi; T NCE.RUN SOUTHEASTERL ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF lII.14 FEE �OUbH-A N AL AN 58°51'49", SUBTENDED BY A CHORD OF 17.83 FEET AT A BEARING S.33°OS'S"Fe,O A DIS DANCE O 18.4 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SO'=U�1�` E i EARS S.33°34'20"W., A DISTANCE OF 46.72 FEET THEREFROM; THENCFA RL',' N OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 46.72 FEET3 THIhbU( H j CE TRAL �[l ;�B O0`09042 IC,,, SUBTENDED BY A CHORD OF 7.90 FEET AT A BEARING OF S.51°34'3 ?!(ST� UE 7 FEEPCIt_�=1 OF SAID CURVE; THENCE RUN S.36035'03"E., FOR A DISTANCE OF'S,*.k FEET TO A POINT ON ACIRC1ILAR d'URVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.661A'�tW., A DISTANCE OF 916 I EET REI:ROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC ID CURVE TO THE R*Tt�b A RADIUS OF 9.70 FEET, THROUGH A CENTRAL ANGLE OF 15°12'OS", SUB 1D p BY A CHORD OF 2.57 _ T AAT"A BEARING OF S.31°O1'25"W., FOR A DISTANCE OF 2.57 FEET TO A POINT O `�LAR CURVE, CONb� EASTERLY, WHOSE RADIUS POINT BEARS S.65°20'48"E., A To OF 7.65 E TIi RFFROM v„ . ERUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIL,dl*1�w��H A CENTRAL ANGLE OF 86°38 26", SUBTENDED BY A CHORD OF 10.50 FEET AT A BEARINGflFS 18°40'01"E., FOR A DISTANCE OF 11.57 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.24°527.4"W., A DISTANCE OF 25.49 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 25.49 FEET, THROUGH A CENTRAL ANGLE OF 45°18'23", SUBTENDED BY A CHORD OF 19.64 FEET AT A BEARING OF S.42°28'24"E., FOR A DISTANCE OF 20.16 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.75°31'22"E., A DISTANCE OF 8.24 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 8.24 FEET, THROUGH A CENTRAL ANGLE OF 56019'56", SUBTENDED BY A CHORD OF 7.78 FEET AT A BEARING OF S.42038'36"E., FOR A DISTANCE OF 8.10 FEET TO THE END OF SAID CURVE; THENCE RUN S.66050'16"E., FOR A DISTANCE OF 5.49 FEET; THENCE RUN S.36035'03"E., FOR A DISTANCE OF 13.38 FEET; THENCE RUN S.47033'04"E., FOR A DISTANCE OF 16.64 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.78058 24"E., A DISTANCE OF 41.28 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 41.28 FEET, THROUGH A CENTRAL ANGLE OF 64°41'25", SUBTENDED BY A CHORD OF 44.17 FEET AT A BEARING OF S.43°22'18"E., FOR A DISTANCE OF 46.60 FEET TO THE END OF SAID CURVE; THENCE RUN S.70030'30"E., FOR A DISTANCE OF 19.64 FEET; THENCE RUN S.00°00'00"E., FOR A DISTANCE OF 5.07 FEET; THENCE RUN S.16*01'16"E., FOR A DISTANCE OF 22.94 FEET; THENCE RUN S.06°3142"W., FOR A DISTANCE OF 17.31 FEET; THENCE RUN S.02037'51 "E., FOR A DISTANCE OF 6.47 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.64014'07"E., A DISTANCE OF 1,033.89 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1,033.89 FEET, THROUGH A CENTRAL ANGLE OF 00°13'40", SUBTENDED BY A CHORD OF 4.11 FEET AT A BEARING OF W:V98TP144CMdoc II OR: 3979 PG: 2589 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 3 of 9 S.25039'03"W., FOR A DISTANCE OF 4.11 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 22.06 FEET, THROUGH A CENTRAL ANGLE OF 16007'59", SUBTENDED BY A CHORD OF 6.19 FEET AT A BEARING OF S.17028'13"W., FOR A DISTANCE OF 6.21 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 7.95 FEET, THROUGH A CENTRAL ANGLE OF 44045'25", SUBTENDED BY A CHORD OF 6.05 FEET AT A BEARING OF S.12°58'29"E., FOR A DISTANCE OF 6.21 FEET TO A POINT OF COMPOUND CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 82.43 FEET, THROUGH A CENTRAL ANGLE OF 03039'49", SUBTENDED BY A CHORD OF 5.27 FEET AT A BEARING OF S.37°I I'06"E., FOR A DISTANCE OF 5.27 FEET TO THE END OF SAID CURVE; THENCE RUN S.02o37'51"E., FOR A DISTANCE OF 1.38 FEET; THENCE RUN N.60050'57"W., FOR A DISTANCE OF 99.49 FEET; THENCE RUN N.74°4549"W., FOR A DISTANCE OF 42.38 FEET; THENCE RUN S.87°59'52"W., FOR A DISTANCE OF 63.69 FEET; THENCE RUN S.74°29'23"W., FOR A DISTANCE OF 38.57 FEET; THENCE RUN S.51°53'11"W., FOR A DISTA,NCEnOF 2,1.69 FEET; THENCE RUN S.21°59'53"W., FOR A DISTANCE OF 34.29 FEET; THENCE RUN N.66000'5 �!.,FO �-TA dYCE OF 20.58 FEET; THENCE RUN N.70019'14"W., FOR A DISTANCE OF 1.431 T A„ "y CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.10°0810" � 3ITANCE OF 24.b-, : REFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OAS CURVE TO THE RIGH I`V G A RADIUS OF 24.53 FEET, THROUGH A CENTRAL ANGLE OF 8262047"�.SUB.TENpED BY A CHORD ,F 32. 0 FEET AT A BEARING OF N.38°41'26"W., FOR A DISTANCE OF;35 2C PEEY,,T A POINT"ON'A IRCULLAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.7�°486-W A DI' TAN OF 119.'3 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC O SAI i T . tli� '�! X �#ADIQS OF 119.23 FEET, THROUGH A CENTRAL ANGLE OF 20037'15", SUBTE bf B3 A HORS �, 11��TjA BEARING OF N.03°53'20"E., FOR A DISTANCE OF 42.91 FEET TO A PANT CIU�AI C1JtV CONCAE EASTRLY, WHOSE RADIUS POINT BEARS N.82°25'39"E., A DISTANCE OF �l m� 1"� I O ; THE d-R ,ORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVTI�G RADIUS OF 153.86 FEES', THROUGHI kEENTRAL ANGLE OF 1 V15'36% SUBTENDED BY A CHORD OF 30.19'1 0 T A BEARING OF N ��( 33" W ti FO€1''A DISTANCE OF 30.24 FEET TO A POINT ON A CIRCULAR CURVE, COICWESTERLY, WHOSEA.D1tJS` m BEARS N.85°24'18"W., A DISTANCE OF 427.78 FEET THEREFROM; THENC� NORTHERLY, ALONG TH � & SAID CURVE TO THE LEFT, HAVING A RADIUS OF 427.78 FEET, THI L C i A CENTRAL ANGLE °4b'S 1", SUBTENDED BY A CHORD OF 34.94 FEET AT A BEARING OF N.02°1517 E";CDR ANC" r1 9�5, ET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINt"BEAIV. '4� °., A DISTANCE OF 35.37 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID`CUkV> TO THE RIGHT, HAVING A RADIUS OF 35.37 FEET, THROUGH A CENTRAL ANGLE OF 33°57'21", SUBTENDED BY A CHORD OF 20.66 FEET AT A BEARING OF N.09°39'45"E., FOR A DISTANCE OF 20.96 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.6593'05"E., A DISTANCE OF 124.40 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 124.40 FEET, THROUGH A CENTRAL ANGLE OF 19'25 28", SUBTENDED BY A CHORD OF 41.97 FEET AT A BEARING OF N.34°09'38"E., FOR A DISTANCE OF 42.17 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.45°28'54"W., A DISTANCE OF 25.99 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.99 FEET, THROUGH A CENTRAL ANGLE OF 60° 1437", SUBTENDED BY A CHORD OF 26.09 FEET AT A BEARING OF N.14°2348"E., FOR A DISTANCE OF 27.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.80°41' 18"E., A DISTANCE OF 67.51 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 67.51 FEET, THROUGH A CENTRAL ANGLE OF 20°58 34", SUBTENDED BY A CHORD OF 24.58 FEET AT A BEARING OF N.01°10'35"E., FOR A DISTANCE OF 24.72 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.83°33'52"E., A DISTANCE OF 11.25 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 11.25 FEET, THROUGH A CENTRAL ANGLE OF 57°40'34", SUBTENDED BY A CHORD OF 10.85 FEET AT A BEARING OF N.35°16'25"E., FOR A DISTANCE OF 11.32 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.48°43'54"W., A DISTANCE OF 23.41 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 23.41 FEET, THROUGH A CENTRAL ANGLE OF 69°52'10", SUBTENDED BY A CHORD OF 26.81 FEET AT A WAIMT10 CCEdoc OR: 3979 PG: 2590 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 4 of 9 BEARING OF N.06020'01 "E., FOR A DISTANCE OF 28.55 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.70044'08"E., A DISTANCE OF 154.91 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 154.91 FEET, THROUGH A CENTRAL ANGLE OF 20°35'52", SUBTENDED BY A CHORD OF 55.39 FEET AT A BEARING OF N.08°57'56"W., FOR A DISTANCE OF 55.69 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.79°09'06"W., A DISTANCE OF 140.84 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 140.84 FEET, THROUGH A CENTRAL ANGLE OF 1001605", SUBTENDED BY A CHORD OF 25.21 FEET AT A BEARING OF N.05°42'52"E., FOR A DISTANCE OF 25.24 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.68°5249"E., A DISTANCE OF 140.86 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.86 FEET, THROUGH A CENTRAL ANGLE OF 08°40'34", SUBTENDED BY A CHORD OF 21.31 FEET AT A BEARING OF N.25027'28"E., FOR A DISTANCE OF 21.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WII?OSE_RA,DIUS POINT BEARS S.70042 28"E., A DISTANCE OF 13.05 FEET THEREFROM; THENCE RUN NORTHE, rc Y A QIT ,THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 13.05 FEET, THROU, , A -L 3°,15'38", SUBTENDED BY A CHORD OF 11.70 FEET AT A BEARING OF N.45°55'21 "E FOf2� ANCE OF 12.13 END OF SAID CURVE; THENCE RUN N.68°00'45"E., FOR A DISTANCE OF 11.68 ;THENCE RUN N.07°26' 14, :; R A DISTANCE OF 34.51 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVI?'`NORTHE STERLY, WHOSE , D POINT BEARS N.26°0021"E., A DISTANCE OF 42.93 FEET THEREFROM; �'�IE�.��RUN`NOR"IaHW TERLY LONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF'42 9 FEUGH, CENTRAL ANGLE OF 38°23'43", SUBTENDED BY A CHORD OF 28.23 FEET AT A BEARING (F � 41 `;�F� I�A OF 28.17 FEET TO THE END OF SAID CURVE; THENCE RUN N.35°23'S2" V. F R DI AItiIC O 4 F, E', A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE R�IU PD�NTI EARS=N.48�4 $4"E , DISTANCE OF 26.14 FEET THEREFROM; THENCE RUN NORTHERLY, ALO 14 T� 6F � b V PTO T'H GI ','HAVING A RADIUS OF 26.14 FEET, THROUGH A CENTRAL ANGLE OF '26", SUBTENDED BY �HORI� OFl�I"FEET AT A BEARING OF 11 N.14°05'23"W., FOR A DISTANCE OF' EET TO A POINT ON &qC- ItCtJLAI� Ct)RVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.730'S2 �"i�V., A DISTANCE OF 54: 3,tFi"ET 1 AEFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAS CL)RVE TO THE LEFT, HAVINOi,kR`DIUS OF 50.95 FEET, THROUGH A CENTRAL ANGLE OF 42038'15", SUBTE ED A CHORD OF 37.04-F#T AT A BEARING OF N.05°11'34"W., FOR A DISTANCE OF 37.91 FEET TO A POINT ON clitAR-CURV % t • E NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.56023'02"E., A DISTANCE OF �0ti1 ...�wYT� �M, THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A""R:'►DiIUS-0F' 90.15 FEET, THROUGH A CENTRAL ANGLE OF 1303544", SUBTENDED BY A CHORD OF 21.34 FEET AT A BEARING OF N.26049'06"W., FOR A DISTANCE OF 21.39 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.77°05'16"E., A DISTANCE OF 82.10 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 82.10 FEET, THROUGH A CENTRAL ANGLE OF 07037'17", SUBTENDED BY A CHORD OF 10.91 FEET AT A BEARING OF N.09°06'05"W., FOR A DISTANCE OF 10.92 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.81°15'06"W., A DISTANCE OF 432.46 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 432.46 FEET, THROUGH A CENTRAL ANGLE OF 07°22'54", SUBTENDED BY A CHORD OF 55.68 FEET AT A BEARING OF N.12-26-21"W., FOR A DISTANCE OF 55.72 FEET TO THE END OF SAID CURVE; THENCE RUN N.18°12'33"W., FOR A DISTANCE OF 32.30 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 53.11 FEET, THROUGH A CENTRAL ANGLE OF 25°42'58", SUBTENDED BY A CHORD OF 23.64 FEET AT A BEARING OF N.25°17'27"W., FOR A DISTANCE OF 23.84 FEET TO THE END OF SAID CURVE; THENCE RUN N.35°24'37"W., FOR A DISTANCE OF 6.33 FEET; THENCE RUN N.18°09'48"W., FOR A DISTANCE OF 9.81 FEET; THENCE RUN N.35°43'15"W., FOR A DISTANCE OF 24.% FEET; THENCE RUN N.07°35'55"W., FOR A DISTANCE OF 28.75 FEET; THENCE RUN N.07°05'33"E., FOR A DISTANCE OF 74.36 FEET; THENCE RUN N.40055'13"W., FOR A DISTANCE OF 82.75 FEET; THENCE RUN N.57°38'50"W., FOR A DISTANCE OF 55.53 FEET; THENCE RUN S.89041'19"W., FOR A DISTANCE OF 53.30 FEET; THENCE RUN S.45003'58"W., FOR A DISTANCE OF 55.02 FEET; THENCE RUN S.20°07'47"E., FOR A DISTANCE OF 118.60 FEET; THENCE RUN N.47°59'20"W., FOR A DISTANCE OF 72.81 FEET; THENCE RUN N.72040'19"W., FOR A DISTANCE OF 123.32 FEET; THENCE RUN S.76056'57"W., FOR A DISTANCE OF 55.61 FEET TO A POINT ON A w:u9MIGCroEa« OR: 3979 PG: 2591 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 5 of 9 CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.03°22'30"E., A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 04°49'58", SUBTENDED BY A CHORD OF 21.08 FEET AT A BEARING OF S.84012'31 "W., FOR A DISTANCE OF 21.09 FEET TO THE END OF SAID CURVE; THENCE RUN N.00000'00"E., FOR A DISTANCE OF 7.39 FEET; THENCE RUN N.49°06'32"E., FOR A DISTANCE OF 17.56 FEET; THENCE RUN N.01°4871"W., FOR A DISTANCE OF 23.84 FEET; THENCE RUN N.17°06'27"E., FOR A DISTANCE OF 34.91 FEET; THENCE RUN N.11°13'42"W., FOR A DISTANCE OF 74.61 FEET; THENCE RUN N.0I°13'07"W., FOR A DISTANCE OF 35.34 FEET; THENCE RUN N.38017'22"W., FOR A DISTANCE OF 15.36 FEET; THENCE RUN N.04058'52"W., FOR A DISTANCE OF 2.78 FEET; THENCE RUN N.81°15'50"W., FOR A DISTANCE OF 12.99 FEET; THENCE RUN N.77°45'29"W., FOR A DISTANCE OF 23.11 FEET; THENCE RUN N.66006'36"W., FOR A DISTANCE OF 3.49 FEET; THENCE RUN N.50°24'38"W., FOR A DISTANCE OF 21.48 FEET; THENCE RUN N.29017'35"W., FOR A DISTANCE OF 13.81 FEET; THENCE RUN N.09°49'09"W., FOR A DISTANCE OF 22.99 FEET; THENCE RUN N.06016'14"W., FOR A DISTANCE OF 17.74 FEET; THENCE RUN N.02005'04"W., FOR A DISTANCE � 9.45 FEET; THENCE RUN N.22°22'57"E., FOR'A DISTANCE OF 14.35 FEET; THENCE RUN1Q91r FOR A DISTANCE OF 11.96 FEET; THENCi - 11S N.19°26'47"E., FOR A DISTANCE OF 21,.t5 F ;ET; THENCE RUN N.19°09'09'W., FOR A DISTANC 10.25 FEET; THENCE RUN N.42°53'3' 'W., OR A DISTANCE OF 16.50 FEET; THENCRlRUN (3- N.25°1902"W., FOR A DISTANCE 00 1714FEET; THENCE RUN N.00° 12' 10"E., FOR A P FEET; THENCE RUN N.14°09'40"W., fc OF 34.81 FEET; THENCE RUN N.18°Vie DISTANCE OF 26.91 FEET; THENCE kl FOR A DISTANCE OF 19.46 FEET; THEE N.88°37'15"E., FOR A DISTANCE OF 93 THENCE-RUN,N%04°27'26"W., FOR A DISTANCE OF 9.85 FEET; 3F 02�E C;tl NCE RUN N.04°39'16"W., FOR A DISTANCE OF HENCE RUN N.77°16'42"E., FOR A Y57'W., FOR A DI§tA, COF 1.30 FEET; THENCE RUN N.57°35'21"E., N.35°10'03"E., FOR A 6NT�A"N OF 6.19 FEET; THENCE RUN FHEN•CE RUN N.07°19'06" FO11,A DISTANCE OF 16.15 FEET; THENCE RU N.W04'39"W., FOR A DISTANCE OF 4.39 FEET; THENCE RUN N.66°54'23"W., FOR A 1 `0 , 3.83; FEET; THENCE RUN 0�*3 FOR A DISTANCE OF 22.19 FEET; G IENC1 ,RUN N (a4°0'26"W., FOR A DISTANCE OF 7.28 i�iEET; T:�1C6N.57°2020"E., FOR A DISTANCE k'j;30.22 fVET, PENCE RUN N.49045 22"W., FOR A DISK OF 9 7b FEET; THENCE RUN N.17°5946"E., Ott i,DIfiT�4Ir1CCbF 82.71 FEET; THENCE RUN V.56°25 d8",EFQR A DISTANCE OF 43.59 FEET; THENCE RUN N.23046'36"E., FOR A DISTAN E OF„20.07 FEET THENCE,# ,k.01°36-55"W., FOR A DISTANCE OF 55.69 FEET; THENCE RUN N.21°21'10"E., FOR�i DISIT•;'fiHENCE RUN N.56°39'49"E., FOR A DISTANCE OF 207.04 FEET; THENCE RUN S.84°I° .l lt� 'O[t OF 105.99 FEET; THENCE RUN N.47037'04"E., FOR A DISTANCE OF 62.39 FEET; THENCE'°RUN N 02004'09"W., FOR A DISTANCE OF 76.31 FEET; THENCE RUN N.29°29'02"W., FOR A DISTANCE OF 76.34 FEET; THENCE RUN S.66°49'19"W., FOR A DISTANCE OF 127.51 FEET; THENCE RUN S.49°26'09"W., FOR A DISTANCE OF 75.21 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.25038'07"W., A DISTANCE OF 126.83 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 126.83 FEET, THROUGH A CENTRAL ANGLE OF 17003'23", SUBTENDED BY A CHORD OF 37.62 FEET AT A BEARING OF S.72053'35"W., FOR A DISTANCE OF 37.76 FEET TO THE END OF SAID CURVE; THENCE RUN S.86012'35"W., FOR A DISTANCE OF 97.99 FEET; THENCE RUN S.70°50'12"W., FOR A DISTANCE OF 88.83 FEET; THENCE RUN N.76051'43"W., FOR A DISTANCE OF 35.76 FEET; THENCE RUN N.25053 23"E., FOR A DISTANCE OF 39.58 FEET; THENCE RUN N.53° 16'01"E., FOR A DISTANCE OF 119.07 FEET; THENCE RUN N.29042'34"E., FOR A DISTANCE OF 61.66 FEET; THENCE RUN N.72043'38"E., FOR A DISTANCE OF 37.77 FEET; THENCE RUN S.57033'19"E., FOR A DISTANCE OF 24.04 FEET; THENCE RUN N.73°19'03"E., FOR A DISTANCE OF 33.21 FEET; THENCE RUN N.05°21'20"E., FOR A DISTANCE OF 45.62 FEET; THENCE RUN N.39°29'09"E., FOR A DISTANCE OF 144.95 FEET; THENCE RUN N.65°07'13"E., FOR A DISTANCE OF 19.33 FEET; THENCE RUN N.57055'52"E., FOR A DISTANCE OF 43.39 FEET; THENCE RUN N.02040'07"E., FOR A DISTANCE OF 19.82 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.83032'06"W., A DISTANCE OF 15.57 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 15.57 FEET, THROUGH A CENTRAL ANGLE OF 26044'50", SUBTENDED BY A CHORD OF 7.20 FEET AT A BEARING OF N.06054'31"W., FOR A DISTANCE OF 7.27 FEET TO THE END OF SAID CURVE; THENCE RUN N.20°16'56"W., FOR A DISTANCE OF 17.05 FEETTO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.72033'07"W., A DISTANCE OF 8.24 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF FOR A DISTANCE ;9020'52"W., FOR A TN N.71°25'06"E., E'F; THENCE RUN WA1987TP104COP.doc OR; 3979 PG; 2592 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 6 of 9 SAID CURVE TO THE LEFT, HAVING A RADIUS OF 8.24 FEET, THROUGH A CENTRAL ANGLE OF 86.28-01 ", SUBTENDED BY A CHORD OF 11.29 FEET AT A BEARING OF N.60°40'54"W., FOR A DISTANCE OF 12.44 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.20°18'29"W., A DISTANCE OF 48.69 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 48.69 FEET, THROUGH A CENTRAL ANGLE OF 10°26'38", SUBTENDED BY A CHORD OF 8.86 FEET AT A BEARING OF S.74054'50"W., FOR A DISTANCE OF 8.88 FEET TO A POINT OF COMPOUND CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.35 FEET, THROUGH A CENTRAL ANGLE OF 3601937", SUBTENDED BY A CHORD OF 10.82 FEET AT A BEARING OF N.81°42'02"W., FOR A DISTANCE OF 11.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.25°49'51 "W., A DISTANCE OF 27.94 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 27.94 FEET, THROUGH A CENTRAL ANGLE OF 32035'11", SUBTENDED BY A CHORD OF 15.68 FEET AT A BEARING OF N.80°2744"W., FOR A DISTANCE OF 15.89 FEET TO A POINT ON A CIRCULAR,CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.06054'59"E., A DISTANCE OF 23 k2" 11, E OA ,; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, H�ii�T, THROUGH A CENTRAL ANGLE OF 46 43'27", SUBTENDED BY A CHORD OF.1$ 3 „ ET AT A BEARING 1� q9°43'17"W., FOR A DISTANCE OF 18.85 FEET TO THE END OF SAID CURVE T�V °i6N S.46°11'23"W., FOReA i;1 CE OF 7.92 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHER 7`ERLY--WtIOSE RADIUS PO B S S.56050'39"E., A DISTANCE OF 63.11 FEET THEREFROM; THENCE RUN OUT ��TtRL , Al ONp THE C O SAID CURVE TO THE LEFT, HAVING A RADIUS OF 63.11 FEET �CHRbUGH A &N I AA' ANGLEkOF 17°35 41 ", �UBTENDED BY A CHORD OF 19.31 FEET AT A BEARING OF S.24°2131,'W F A` I 3 �� 'f " T PO ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOS4;IZA�IU�SSP BI AR�1N.�$�I��V.� A DISTANCE OF 21.63 FEET THEREFROM; THENCE RUN SOUTHWESTERLY,4or4G � f�EE� tC OIL SAID dijRVE TO THE RIGHT, HAVING A RADIUS OF 21.63 FEET, THROUGI ;A i NTRANd e £ 8° 2'Ol", iJi i'ENP,' 1� BY A CHORD OF 17.61 FEET AT A BEARING OF S.47°30'52"W., FOR A � 1NCE OF 18.14 FEET T(5)A POINT OikCfRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUi,PCS�T BEARS S.12°34'04 E,) OIS' ANCB 22.31 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE;(IL(' OF SAID CURVE TO Y� FT HA ING A RADIUS OF 22.31 FEET, THROUGH A CENTRAL ANGLE OF 35°�8 ',SUBTENDED BY A CHORD, i3`.72 FEET AT A BEARING OF S.59031'56"W., FOR A DISTANCE OF 13.9 A POINT ON A CI CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.54°45'03' eA�I�„ �4NCH0 9 „ T„THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAi6l , R �`I'O'� l"I HAVING A RADIUS OF 96.57 FEET, THROUGH A CENTRAL ANGLE OF 24°53'58", SUBTENDED BY A -CHORD OF 41.64 FEET AT A BEARING OF S.47041'56"W., FOR A DISTANCE OF 41.97 FEET TO THE END OF SAID CURVE; THENCE RUN S.54°30'53"W., FOR A DISTANCE OF 10.40 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.2104222"E., A DISTANCE OF 16.56 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 16.56 FEET, THROUGH A CENTRAL ANGLE OF 116°24'27", SUBTENDED BY A CHORD OF 28.14 FEET AT A BEARING OF S.10°05'24"W., FOR A DISTANCE OF 33.64 FEET TO THE END OF SAID CURVE; THENCE RUN S.53°29'38"E., FOR A DISTANCE OF 19.62 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.60°57'27"W., A DISTANCE OF 14.90 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 14.90 FEET, THROUGH A CENTRAL ANGLE OF 51017'43", SUBTENDED BY A CHORD OF 12.90 FEET AT A BEARING OF S.03°2341 "E., FOR A DISTANCE OF 13.34 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.6205444"W., A DISTANCE OF 52.13 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.13 FEET, THROUGH A CENTRAL ANGLE OF 30°32'54", SUBTENDED BY A CHORD OF 27.46 FEET AT A BEARING OF S.42°21'43"W., FOR A DISTANCE OF 27.79 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.28°51'05"W., A DISTANCE OF 10.84 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 10.84 FEET, THROUGH A CENTRAL ANGLE OF 6400,05", SUBTENDED BY A CHORD OF 11.50 FEET AT A BEARING OF N.86048'38"W., FOR A DISTANCE OF 12.12 FEET TO THE END OF SAID CURVE; THENCE RUN N.61°42'56"W., FOR A DISTANCE OF 6.94 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.35013'53"W., A DISTANCE OF 12.13 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, WA1987T104COE °c OR; 3979 PG; 2593 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 7 of 9 HAVING A RADIUS OF 12.13 FEET, THROUGH A CENTRAL ANGLE OF 56049'27", SUBTENDED BY A CHORD OF 11.54 FEET AT A BEARING OF N.83010'51"W., FOR A DISTANCE OF 12.03 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.25029'01 "E., A DISTANCE OF 40.52 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 40.52 FEET, THROUGH A CENTRAL ANGLE OF 24°59 24", SUBTENDED BY A CHORD OF 17.54 FEET AT A BEARING OF S.52'01'17"W., FOR A DISTANCE OF 17.68 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.57'02'30"W., A DISTANCE OF 27.48 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 27.48 FEET, THROUGH A CENTRAL ANGLE OF 27039'14", SUBTENDED BY A CHORD OF 13.13 FEET AT A BEARING OF S.46047'07"W., FOR A DISTANCE OF 13.26 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.30031'26"E., A DISTANCE OF 37.85 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 37.85 FEET, THROUGH A CENTRAL ANGLE OF 54'01'49", SUBTENDED BY A CHORD, OF 34.39 FEET AT A BEARING OF S.32027'39"W., FOR A DISTANCE OF 35.70 FEET TO A POINT ON AC -c A COIINCAVE NORTHWESTERLY, WHOSE RADIUS ! POINT BEARS N.78'56'53"W., A DISTANCE OF 3 �;'-THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT; iNG A RADIUS O'34 FEET, THROUGH A CENTRAL ANGLE OF 35'31'54", SUBTENDED BY A CHORD OF OEET AT A BEARING O„$° '04"W., FOR A DISTANCE OF 20.49 FEET TO A POINT ON A CIRCULAR CURVFNCE SOUTHEASTERL SE RADIUS POINT BEARS 01 S.43019'10"E., A DISTANCE OF 336.40"FEET T RFFRTHEI LP-1RUN SOX TERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS 0 33640"1~EET, THROUGH � CENTRAL ANGLE OF 05°39'24", SUBTENDED BY A CHORD OF 33.2 FEI-3��3"�"Ii R A DISTANCE OF 33.21 FEET TO A POINT ON A CIRCULAR CURVE, CDNCVI N R YVItt P' IIV 1 BEARS N.58'08'42"W., A DISTANCE OF 8.08 FEET THEREFROM;, 1 HENCEWESTERLY`, AL�, Na AT C OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 8.0$EOUaRI AN'1J E;pF $'41", SUBTENDED BY A CHORD OF 10.49 FEET AT A BEARING OF S 7,r10-39"W., FOR A DISTANq OF 11.42 F T;TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WOOS, RADIUS POINT BEARS' .35'S4'04"Wg, DISTANCE OF 20.26 FEET THEREFROM; THENCE RUN WESTEIL'; ,ONG THE ARC OF S,4�JRV��THE LEFT, HAVING A RADIUS OF 20.26 FEET, THROUGH A CENTRAL A�:E 71-22-42", SUBTENDE FIX A CHORD OF 23.64 FEET AT A BEARING OF N.89'47'17"W., FOR A DISTANCE OF ; �F� TO THE END OF 8' URVE; THENCE RUN S.37'45'54"W., FOR A DISTANCE OF 10.23 FEET TO A POINT OiN A RC �€-CURVE'" { *I n V EASTERLY, WHOSE RADIUS POINT BEARS S.61 °0T43"E., A DISTANCE OF 19.86 E fII�NLE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 19 8�i EEET;`TT1IfltOUGH A CENTRAL ANGLE OF 5700700", SUBTENDED BY A CHORD OF 18.99 FEET AT A BEARING OF S.00'18'47"W., FOR A DISTANCE OF 19.80 FEET TO THE END OF SAID CURVE; THENCE RUN S.20'25'21 "E., FOR A DISTANCE OF 12.58 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.77025'40"W., A DISTANCE OF 7.93 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 7.93 FEET, THROUGH A CENTRAL ANGLE OF 37015'59", SUBTENDED BY A CHORD OF 5.07 FEET AT A BEARING OF S.06'03'40"W., FOR A DISTANCE OF 5.16 FEET TO THE END OF SAID CURVE; THENCE RUN S.50'39 22"W., FOR A DISTANCE OF 75.94 FEET; THENCE RUN S.55'42'23"W., FOR A DISTANCE OF 20.16 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.09'53'29"W., A DISTANCE OF 14.54 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 14.54 FEET, THROUGH A CENTRAL ANGLE OF 65'12'47", SUBTENDED BY A CHORD OF 15.67 FEET AT A BEARING OF N.67'17'06"W., FOR A DISTANCE OF 16.55 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.60'07'54"E., A DISTANCE OF 577.56 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 577.56 FEET, THROUGH A CENTRAL ANGLE OF 02'1970", SUBTENDED BY A CHORD OF 23.41 FEET AT A BEARING OF N.28'42'26"W., FOR A DISTANCE OF 23.41 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.52' 17'25"W., A DISTANCE OF 20.92 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.92 FEET, THROUGH A CENTRAL ANGLE OF 56'15'16", SUBTENDED BY A CHORD OF 19.73 FEET AT A BEARING OF N.65050'12"W., FOR A DISTANCE OF 20.54 FEET TO THE END OF SAID CURVE; THENCE RUN N.85'12'21"W., FOR A DISTANCE OF 13.02 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS WA19"10-cO doc OR; 3979 PG; 2594 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 8 of 9 POINT BEARS N.06°37'51 "E., A DISTANCE OF 8.39 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 8.39 FEET, THROUGH A CENTRAL ANGLE OF 76°21'39", SUBTENDED BY A CHORD OF 10.38 FEET AT A BEARING OF N.45°11'19"W., FOR A DISTANCE OF 11.19 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.83035'36"W., A DISTANCE OF 54.30 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 54.30 FEET, THROUGH A CENTRAL ANGLE OF 07043'29", SUBTENDED BY A CHORD OF 7.32 FEET AT A BEARING OF N.10°16'08"W., FOR A DISTANCE OF 7.32 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6.51 FEET, THROUGH A CENTRAL ANGLE OF 13702347", SUBTENDED BY A CHORD OF 12.13 FEET AT A BEARING OF N.82049'46"W., FOR A DISTANCE OF 15.61 FEET TO THE END OF SAID CURVE; THENCE RUN S.52°18'45"W., FOR A DISTANCE OF 11.47 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.26° 10'50"W., A DISTANCE OF 196.94 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE..TO-THE RIGHT, HAVING A RADIUS OF 196.94 FEET, THROUGH A CENTRAL ANGLE OF 05°5622", SUBT N D �YektffQRD OF 20.41 FEET AT A BEARING OF S.6604721"W., FOR A DISTANCE OF 20.41 FR�'i Tw � C tVE; THENCE RUN N.88030'07"W., FOR A DISTANCE OF 16.60 FEET; THENCE RUNS# 43"W., FOR A DIST 1 76.34 FEET; THENCE RUN S.14°09'43"W.. FOR A DISTANCE OF 17.25 FEET; THEk" "N S.35°57'52"W., FOR A < �',A� E OF 10.61 FEET; THENCE RUN S.57°43'06"W., FOR A DISTANCE OF 5422 F$Et-THENCE RUN S.43°50'45"R A DISTANCE OF 6.09 FEET; THENCE RUN S.27°23'34"W., FOR A DISTANCEOF,71.88 FEET; TIiENCE Ri S.26°W. FOR A DISTANCE OF 9.13 FEET; THENCE RUN S.39°38'56"W., FOR AlbISTANCE OF $le. ; THEME RUN $.64°�5'15"W., FOR A DISTANCE OF 7.96 FEET; THENCE RUN S.84°31'O1-W.,`FORMA 1 �ANCE-' N N.63°42'32"W., FOR A DISTANCE OF 9.58 FEET; THENCE RUN N. 1405'54',�V., O ITSIAI CE , 9 7 T'iENCE RUN N.10°56'06"W., FOR A DISTANCE OF 14.50 FEET; THENC I `` NBI° *� 9 �W� FOI' A`pis A Ci� OFI2�7 2� FEET; THENCE RUN N.07033'37"W., FOR A DISTANCE 0 54.' 9 Afft"; TH t RiJl6 $i.08°2944-W FO A DISTANCE OF 44.29 FEET; THENCE RUN N.77°08'07"E., FOR A DISTANCE OF 1.89 FEET THRICE RUN N �1'53"W., FOR A DISTANCE OF 74.32 FEET; THENCE RUN N.00°34'56"W., P6kA DISTANCE OF 123 37 t'F " NTI UN N.13°32'12"E., FOR A DISTANCE OF 81.33 FEET; THENCE RUN N.00°43' � FOR A DISTANCE 604,466, 26 T,,tHENCE RUN N.39°12'19"E., FOR A DISTANCE OF 18.01 FEET; THENCE Ri i 1.8 °49'39"E., FOR A DISTAN� & 403 FEET; THENCE RUN S.02°35'20"E., FOR A DISTANCE OF 12.41 FEET; THEN I> dIS 03°09'57"E., FORA' E OF 21.47 FEET; THENCE RUN S.49°24'24"E., FOR A DISTANCE OF 20.97 F8 TO,W',POINT-ON- I ULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.65042'47"E , & k1 B OO FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE `I'O `f H�, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 196009'43", SUBTENDED BY A CHORD OF 415.83 FEET AT A BEARING OF N.57037'55"E., FOR A DISTANCE OF 718.97 FEET TO THE END OF SAID CURVE; THENCE RUN N.00°0453"W., FOR A DISTANCE OF 655.13 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 90.00 FEET, THROUGH A CENTRAL ANGLE OF 90000'00", SUBTENDED BY A CHORD OF 127.28 FEET AT A BEARING OF N.44055'07"E., FOR A DISTANCE OF 141.37 FEET TO THE END OF SAID CURVE; THENCE RUN N.89°55'07"E., FOR A DISTANCE OF 169.94 FEET; THENCE RUN N. I I °20'43"W., FOR A DISTANCE OF 16.84 FEET; THENCE RUN N.79°57 29"E., FOR A DISTANCE OF 27.72 FEET; THENCE RUN N.42°31'07"W., FOR A DISTANCE OF 13.15 FEET; THENCE RUN N.45°00'33"E., FOR A DISTANCE OF 15.68 FEET; THENCE RUN S.54°27'24"E., FOR A DISTANCE OF 14.69 FEET; THENCE RUN S.0I°30'48"E., FOR A DISTANCE OF 33.54 FEET; THENCE RUN N.89°55'07"E., FOR A DISTANCE OF 166.00 FEET; THENCE RUN N.00°04'53"W., FOR A DISTANCE OF 106.24 FEET; THENCE RUN N.90°00'00"E., FOR A DISTANCE OF 30.00 FEET; THENCE RUN S.00°04'53"E., FOR A DISTANCE OF 106.20 FEET; THENCE RUN N.87°26'36"E., FOR A DISTANCE OF 94.81 FEET; THENCE RUN N.89°04'37"E., FOR A DISTANCE OF 50.78 FEET; THENCE RUN S.43°42'13"E., FOR A DISTANCE OF 92.95 FEET; THENCE RUN S.89°06'27"E., FOR A DISTANCE OF 33.56 FEET; THENCE RUN S.47°10'06"E., FOR A DISTANCE OF 15.12 FEET; THENCE RUN S.59°07'04"E., FOR A DISTANCE OF 17.19 FEET; THENCE RUN S.67°20'30"E., FOR A DISTANCE OF 21.18 FEET; THENCE RUN S.74°00'26"E., FOR A DISTANCE OF 22.29 FEET; THENCE RUN S.07°27'43"E., FOR A DISTANCE OF 26.59 FEET; THENCE RUN S.34°31'16"E., FOR A DISTANCE OF 25.08 FEET; THENCE RUN S.16°22'05"E., FOR A DISTANCE OF 17.91 FEET; THENCE RUN S.33°45'10"E., FOR A DISTANCE OF 24.58 FEET; THENCE RUN S.21 °29 25"E., FOR A DISTANCE OF 20.82 FEET; THENCE RUN S.38°2946"E., FOR A DISTANCE OF 49.33 FEET; THENCE RUN S.55°3849"E., FOR A DISTANCE OF 14.88 FEET; THENCE RUN S.22°2221 "E., WA19MI040oEd°c OR: 3979 PG: 2595 HM PROJECT #1987024X 10/14/2005 REF. DWG. #B-5711 Page 9 of 9 FOR A DISTANCE OF 16.78 FEET; THENCE RUN S.33°25'32"E., FOR A DISTANCE OF 16.21 FEET; THENCE RUN N.87009'44"E., FOR A DISTANCE OF 21.85 FEET; THENCE RUN S.34° 14'48"E., FOR A DISTANCE OF 40.24 FEET; THENCE RUN S.58°10'13"E., FOR A DISTANCE OF 15.11 FEET; THENCE RUN S.53°13'45"E., FOR A DISTANCE OF 51.74 FEET; THENCE RUN S.61 °26'35"E., FOR A DISTANCE OF 46.90 FEET; THENCE RUN S.70'51' 11 "E., FOR A DISTANCE OF 31.84 FEET; THENCE RUN N.85° 14'09"E., FOR A DISTANCE OF 30.68 FEET; THENCE RUN S.50°36'23"W., FOR A DISTANCE OF 13.41 FEET; THENCE RUN S.56°46'27"E., FOR A DISTANCE OF 34.96 FEET; THENCE RUN S.87°44'01 "E., FOR A DISTANCE OF 22.67 FEET; THENCE RUN S.8 I *08'34"E., FOR A DISTANCE OF 12.92 FEET; THENCE RUN S.53"23'47"E., FOR A DISTANCE OF 11.56 FEET; THENCE RUN S.71'35'41"E., FOR A DISTANCE OF 39.94 FEET; THENCE RUN S.84`2643"E., FOR A DISTANCE OF 45.87 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.34043'12"W., A DISTANCE OF 1,310.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1,310.00 FEET, THROUGH A CENTRAL ANGLE OF 24048'20", SUBTENDED BY A CHORD OF 562.73 FEET AT A BEARING OF S.42052'38"E., FOR A DISTANCE OF 567.15 FEET TO TH1E END O SAID CURVE; THENCE RUN S.01°59'01"E., FOR A DISTANCE OF 44.04 FEET; THENCE RUN S.I I*3.7 " F(A' CE OF 17.27 FEET; THENCE RUN S.15°09'39"E., FOR A DISTANCE OF 25.99 FEET; THENCE TRANCE OF 38.67 FEET; THENCE RUN S.13°00'10"W., FOR A DISTANCE OF 441�t' b*- E RUN N.4�� FOR A DISTANCE OF 8.39 FEET; THENCE RUN S.07°5542"E., FOR A DISTA CEOF 177.07 FEET; THENC 04 11°18'26"W., FOR A DISTANCE OF 252.28 FEET; THENCE RUN S.07'39'51,OE., FO*A STANCE OF 133.35 FEET; THENCE RUN S.45°40'00"E., FOR A DISTANCE OF 80.20 FEET; THENCERUN,il26, 8 3"E 'FOR"A DI -TANCE O 3445 FEET; THENCE RUN N.89°5345"E., FOR A DISTANCE OF 20.26 FEET; THENCE RUN S.7,5T37" FOR DISTANCE OF 24.52 FEET; THENCE RUN N.62035'17"E., FOR A DISTANCE Old` 27 1i Fa E %�R7' 2 ` �,° OR , DISTANCE OF 63.91 FEET; THENCE RUN S.89037'13"E., FOR A�DIS 1N E 5 56FF� �( S.33°45'34"E., FOR A DISTANCE OF 28.83 FEET; THENCE RUN S.67033'38'E., I QR D ST�C OF 7�. 12 ET I (CE � S.47.30'11 "E., FOR A DISTANCE OF 42.07 FEET; THENCE RUN S.16°45'�S E I �� &F � 35 ' RUN S.49'24'06"E., FOR A DISTANCE OF 23.65 FEET; THENCI� S.22054'17"E., FOR A DISTANCE OF,2 Q FEET; THENCE RUN N.78°29'57"E., FOR A DISTANCE OF 150.90 FEET, TO POINT OF BEGINNIIy OI fAIIiG` 107.801 ACRES, MORE OR LESS. THIS PROPERTY IS SUBJECT TO EASE4", RESERVATIONS OR RtSTki� IONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE§OL QUAIL WEST UNIT ONE, REPEAT, ACCORDING TO THE PLAT THEREOF AS RECbRDi PA"21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA A-9-B IIVG'N.78029'57"E. HOLE MONIES, INC. CERTIFI TE OF AUTHORIZATION NUMBER LB 1772 IP7, P.S.M. #5628 '�•. THOMAS M. MURPKY STATE OF FLORIDA , WA1987T104COEdoc <O Q1 CV CJ A.. Ql Q1 M fY i x NGRAPHIC SCALE 500 p 250 500 ( IN FEET ) 1 inch = 500 ft. SEE DETAIL D SHEET 4 U R N N A Y R 0 A 0 T R WC T R 26 8 0 C K 29 30 2729 Gy 183 L190 4 27 L200 5 26 3 e 8 25 i L210 224 * vj 7 r 24 O (gyp �2 6 F Y 16 Q E Z 9 23 17 m 22 18 L18 21 L230 19 20 1 L182 SEE'"�ETA14, ov, TRACT OC b a COLT COIIR5E a r f L231 i 11 12 13 , L240 14 DY. =20 Of POC� L1 1 d #s TRACT P-13 � s s ti. is� e TRACT P-10 S 2 16 L7 '° SEE DETACw C41 t276 $ TRACT P-10 SCP-10-...,., 17 R O 11 5 3 18 8 TRACT CC-3 10 TRACT P-10 GOLF COURSE` 49 . C 19 4 9 3c ¢ 20 8 LEGEND -b 2 e 21 7 22 POC POINT OF COMMENCEMENT SEE DETAIL Al 23 POB POINT OF BEGINNING 6 SHEET 2 NOT A SURVEY # SHEET 1 OF 5 SEC-TVM-RGE7.8-48-26 950 Encore Way NOT VAUO WITHOUT PROJECT NO. DRAM BY. GATE Naples, FL. 34110 THE SIGNATURE AND 024 TF ' 10/05 Phone: (239) 254-2000 MSEAL OF A FLORIDA EO ° SKETCH TO ACCOMPANY LEGAL DESCRIPTION 87' N Florida Certificate of LICENSED FOR RE . TMM B-5711 o$-Mm Authorization No.1772 AND MAPPER. Pip-COE r— N 01 M O i GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. DETAIL A TRACT GC-5 GOLF COURSE e O C' TRACT P-21 \ L55 r� J TRACT GC-5 �S� 1104�� ^GOLF COURSE C16 � v C18 CA 17 C19 * NOT A SURVEY L51\ SHEET 2 OF 5 SEC-TYM-RGE'.8-48-26 950 Encore Way NOT VALID WITHOUT Naples. FL. 34110 THE SIGNATURE ANDDRAM 024 TF : DATE 10/05 Phone: (239) 254-2000 �°OF A � ° SKETCH TO ACCOMPANY LEGAL DESCRIPTION 87' A Florida Certificate of LICENSED SURVEYOR REFERENCE NO. TMM a-xxxx o m -ftwuElS SIRYEiORS Authorization No.1772 AND MAPPER P10-COE 00 a% LA-i N Q1 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. DETAIL B F 5 SEC-TMM-RGE: 950 Encore Way NOT VAUD WITHOUT DRAW BY'�'��-28 Naples, FL. 34110 THE �� p 87.024 7 : DATE 10/05 Phone: (239) 254-2000 E A FLO U1DA SKETCH TO ACCOMPANY LEGAL DESCRIPTION 7MMED BY. Florida Certificate of LEENSEO SURVEYORREFERENCE NO. Tuu a-xxxx Eim'M'SIAm Authorization No.1772 AND MAPPER. P10-COE TRACT P-10 "v DETAIL D -Li62 L163 NOT TO SCALE TRACT GC-7 GOLF COURSE TRACT P-10 001, a:s t w i f r, , If tk°34 N - C 7, 1�2AC�GC-6 Y. GQ��CJURSE � 1 , 4 zk� CJ TRACT P-10 r C56 ��i TRACT GC-7 GOLF COURSE TRACT P-10 TRACT P-10 DETAIL C 4 C63 GRAPHIC SCALE 50 0 25 50 Ir ^y v ( IN FEET ) C66 1 inch = 50 it. �' s NOT A SURVEY s SHEET 4 OF 5 SEC-TW N-RGE: 7,8-48-26 950 Encore Way NOT VALID W WITHOUT PROJECT = DRAWN BY* GATE Naples. FL. 34110 THE SIGNATURE AND 87•024 10/05 Phone: (239) 254-2000 THE ORIGINAL D SKETCH OF A FLORIDA TO ACCOMPANY LEGAL DESCRIPTIONSEAL IMECKED Or TMM DRAWINGFlorida a-xxxx� Certificate of 1UNEWS' Authorization No.1772 LICENSED SURVEYOR AND MAPPER, . P10-COE 4=31 N 6 Q r- 47'1 M W N GRAPHIC SCALE 120 0 60 120 ( IN FEET ) 1 inch = 120 ft. LINE TABLE LINE DIRECTION DISTANCE L1 S 03'23'48' W 44.91' L2 N 64ro3'41' W 12.93' 0 N 22'4Y21' W 30.35' L4 S 67*05*43" W 23.29' L5 N 22*54'17' W 84.61' L7 N 51'S415 E 13.99 L.8 N 06'45'21' W 17.58 L9 N 05'18'19" E 38.56 L10 N 29'25'36' W 13.28 L11 N 89747 30 45.69' L12 S 50'50'42" E 41.33 L13 S 50'2445" E 16.02 L14 S 52ro8 31 E 55.17 L38 S 35'08'10' W 62.16 L40 N 60ro 09 E 43.48' L41 S 48ro0 39 W 26.20' L42 S 57ro5'22' W 84.25' L43 S 43'2 58 W 19.85' L44 N 60'17'17' E 20.11' L45 N 51'54'51" E 32.26' L50 S 60ro 09 W 39.45' L60 S 48ro0'39" W 26.60' L70 S 57ro5'22' W 84.85' LBO S 43 27 58 W 19.42' L90 S 60"1717 W 18.99' L100 S 51'54'51" W 30.10' CURVE TABLE CURVE RADIUS T--DE-LT-A--T CHORD I ARING LENGTH C1 1' N 4'1C202 7' C203 g N C204 1 N LEGEND P.O.B. POINT OF BEGINNING * NOT A SURVEY DESCRIPTION A PARCEL OF LAND LOCATED IN A PORTION OF LOT 3, BLOCK D. AND A PORTION OF LOT 52 AND A PORTION OF TRACTS P-11 AND GC-1 QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MM AT THE NORTHEAST CORNER OF LOT 3, BLOCK D. QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA; THENCE RUN S.03'23'48"W. FOR A DISTANCE OF 44.91 FEET, THENCE RUN S.67'10'22`W. FOR A DISTANCE OF 128.37 FEET; THENCE RUN N.64'03'41"W. FOR A DISTANCE OF 12.93 FEET; THENCE RUN N.2247'21 "W. FOR A DISTANCE OF 30.35 FEET, THENCE RUN S.67'05'43"W. FOR A DISTANCE OF 23.29 FEET; THENCE RUN N.22'54'17"W. FOR A DISTANCE OF 84.61 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.67'05'43`W. A DISTANCE OF 1540.00 FEET THEREFROM. THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1540.00 FEET, THROUGH A CENTRAL ANGLE OF 02'43'26", SUBTENDED BY A CHORD OF 73.21 FEET AT A BEARING OF N.24'16'00"W. FOR A DISTANCE OF 73.21 FEET TO THE END OF SAID CURVE; THENCE RUN N.51'54'15"E. FOR A DISTANCE OF 13.99 FEET, THENCE RUN N.06'45'21"W. FOR A DISTANCE OF 17.56 FEET, THENCE RUN N.05'18'19"E. FOR A DISTANCE OF 38.56 FEET, THENCE RUN N.44'02'11"E. FOR A DISTANCE OF 115.49 FEET, THENCE RUN N.29'25'36"W. FOR A DISTANCE OF 13.28 FEET, THENCE RUN N.89'47'30`E. FOR A DISTANCE OF 45.69 FEET. THENCE RUN S.50'50'42"E. FOR A DISTANCE OF 41.33 FEET, THENCE RUN S.50'24'45`E. FOR A DISTANCE OF 16.02 FEET; THENCE RUN S.52'08'31 "E. FOR A DISTANCE OF 55.17 FEET, THENCE RUN S.21'36'23"E. FOR A DISTANCE OF 121.37 FEET; THENCE RUN S.35'08'10"W. FOR A DISTANCE OF 62.16 FEET TO THE POINT OF BEGINNING., CONTAINING 1.321 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE NORTH LINE OF LOT 3, BLOCK D. QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2}.er PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER C"TY, VLORIDA, ,AS BEING N.67"05'43"E. HOLE MONTES, INC. t CERTIFICATE 'OF -AUTHORIZATION NUMBER L6 1772 BY P.S.M. #5628 THOMAS M. MURPH STATE OF FLORIDA ... 8-48-26 950 Encore Way NOT VAID WITHOUT PROJE C I NO. DRAM fly. Naples, FL 34110► JLR/AK A1£ 4/97, 10/05 Phone: (239) 254-2000 024 TMKED BY' DRAVANG NO. Florida artitrcate of � � 1101MDA SKETCH AND LEGAL DESCRIPTION LKDM S 1K= R EN NO. Tmm B-5698 f • Am- SAIYEYOYS Authorization No.1772 AND MAIVIX P11-COE N O N O IRM 40 HOLE MONTES ENGINEERS• PLANNERS• SURVEYORS LANDSCAPE ARCHITECTURE 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024X 11/7/2005 REF. DWG. #B-5708-1 Page 1 of 7 A PARCEL OF LAND LOCATED IN A PORTION OF TRACTS GC-12, GC-18, GC-11, AND LOTS 44, 45, 46, 47, 48, 49, 50, AND 51, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN OFFICIAL RECORDS BOOK 21, PAGES 84 THROUGH 106, AND A PORTION OF LOTS 7 AND 8, QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN OFFICIAL RECORDS BOOK 22, PAGES 34 AND 35, AND A PORTION OF LOTS 14, 15, 16, AND 17, QUAIL WEST UNIT ONE, REPLAT BLOCKS G AND H, ACCORDING TO THE PLAT THEREOF AS RECORDED IN OFFICIAL RECORDS BOOK 22, PAGES 36 AND 37 COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 7, QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN OFFICIAL RECODS BOOK 22, PAGES 34 AND 35 THE SAME BEING A POINT ON A CIRCULAR CURVEuCONCAVE SOUTHERLY, THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT AND,A TH.BOUNDARY LINE OF SAID LOT 7, HAVING A RADIUS OF 580.00 FEET, THROUGH A CE rt, AL1167'SIIJBTENDED BY A CHORD OF 65.40 FEET AT A BEARING OF S.72049'58"E., FOR A DISTA�„O 65.44 FEET TO TWIT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE R 1„ �48 2013"W., FOR A DIISS NI�V- F 90.70 FEET; THENCE RUN N.57°23'05"W., FOR A DISTANCE OF �3 16 SET THENCE RUN S.32°36'55"W., , R A DISTANCE OF 6.15 FEET; THENCE RUN N.76047'43"W., FOR A.,,bIST, Ni OF 77.E FEEET TO -A POIrIT ON CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.63'1 " A DISTANCE O 20A8 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF AILY �VE TC'�1 tl� ` ' RADh(JS OF 20.38 FEET, THROUGH A CENTRAL ANGLE OF 24057-52", SUBTEND D A�IwmR 6 j.8J E T BEARING OF N.72°18'00"W., FOR A DISTANCE OF 8.88 FEET TO THE ° ND OF S AID, U V THE I�I: R S $6° 1 02"W., FOR A DISTANCE OF 5.65 FEET; THENCE RUN S.72°23'42"W., FOR S�J ��TaHEN RUN S°4T38"W., FOR A DISTANCE OF 38.46 FEET; THENCE RUN N.21°29' t.;�FOR A DISTANCE OF f .58 FEET; THEE RUN N.38°37'57"W., FOR A E',kWJ 1 1 DISTANCE OF 30.62 FEET; THENC.77°12'36"W., FOR A D TANCE Oifi J6 FEET; THENCE RUN N.63°562I"W., FOR A DISTANCE OF�iY 4 BEET; THENCE RUN"",' I°2I09' W,;,FOR A DISTANCE OF 93.81 FEET; THENCE RUN N.50°12'22"W., FOR A D*;A9QE OF 99.11 FEET; THE RUN N „.37°24'28"W., FOR A DISTANCE OF 95.66 FEET; THENCE RUN N.10°48'S3"E., O1tDiSTANCE OF 33.1$ 'ENCE RUN N.30°08'05"W., FOR A DISTANCE OF 34.98 FEET; THENCE RUN -ZI, 35' `,W , FOR A D OF 38.15 FEET; THENCE RUN N.26° 13'06"W., FOR A DISTANCE OF 55.62 FEET,,,f Hi l r>I V 7°2S`39"W., FOR A DISTANCE OF 29.89 FEET; THENCE RUN N.10°26'56"W., FOR A DISTANCE OFTT0�241-FEEi—IHENCE RUN N.06°59'22"E., FOR A DISTANCE OF 38.72 FEET; THENCE RUN N.2601915"E., FOR A DISTANCE OF 44.89 FEET; THENCE RUN N.17°30'30"E., FOR A DISTANCE OF 80.32 FEET; THENCE RUN N.16°34'16"W., FOR A DISTANCE OF 123.43 FEET; THENCE RUN N.09°13'30"E., FOR A DISTANCE OF 73.51 FEET; THENCE RUN N.47°22'41 "W., FOR A DISTANCE OF 43.62 FEET; THENCE RUN N.66044'37"W., FOR A DISTANCE OF 42.39 FEET; THENCE RUN N.83° 10'34"W., FOR A DISTANCE OF 1.82 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.42°25'39"W., A DISTANCE OF 18.82 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 18.82 FEET, THROUGH A CENTRAL ANGLE OF 68.26-01 ", SUBTENDED BY A CHORD OF 21.16 FEET AT A BEARING OF N.81 °47'21 "W., FOR A DISTANCE OF 22.47 FEET TO THE END OF SAID CURVE; THENCE RUN S.68°52'15"W., FOR A DISTANCE OF 1.09 FEET; THENCE RUN N.83°10'34"W., FOR A DISTANCE OF 8.81 FEET; THENCE RUN S.81°08'47"W., FOR A DISTANCE OF 11.20 FEET; THENCE RUN S.81°21'08"W., FOR A DISTANCE OF 37.16 FEET; THENCE RUN N.21008'16"E., FOR A DISTANCE OF 81.52 FEET; THENCE RUN N.87°33'30"E., FOR A DISTANCE OF 98.60 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.26°24'32"E., A DISTANCE OF 210.00 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 77°57'57", SUBTENDED BY A CHORD OF 264.22 FEET AT A BEARING OF N.77°25'34"E., FOR A DISTANCE OF 285.76 FEET TO THE END OF SAID CURVE; THENCE RUN S.88°12'08"E., FOR A DISTANCE OF 6.73 FEET; THENCE RUN N.33°15'14"E., FOR A DISTANCE OF 82.19 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS N.73059'34"W., A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 105°43'45", SUBTENDED BY A CHORD OF 358.74 FEET AT A BEARING OF W: 19"12-COER.doc Naples • Fort Myers • Venice 0 M O N F� u HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 2 of 7 N.36°51'27"W., FOR A DISTANCE OF 415.20 FEET TO THE END OF SAID CURVE; THENCE RUN N.23°48'30"W., FOR A DISTANCE OF 8.33 FEET; THENCE RUN N.8500544"W., FOR A DISTANCE OF 64.53 FEET; THENCE RUN S.22°10'44"W., FOR A DISTANCE OF 26.27 FEET; THENCE RUN S.82°00'47"W., FOR A DISTANCE OF 67.66 FEET; THENCE RUN S.22056' 19"W., FOR A DISTANCE OF 20.75 FEET; THENCE RUN S.87°59'39"W., FOR A DISTANCE OF 29.70 FEET; THENCE RUN N.22°56'27"W., FOR A DISTANCE OF 22.43 FEET; THENCE RUN N.47°43'49"W., FOR A DISTANCE OF 56.78 FEET; THENCE RUN N.16°15'18"W., FOR A DISTANCE OF 119.50 FEET; THENCE RUN N.05°49'18"W., FOR A DISTANCE OF 70.88 FEET; THENCE RUN N.09°41'47"E., FOR A DISTANCE OF 40.32 FEET; THENCE RUN N.11°20'50"W., FOR A DISTANCE OF 35.02 FEET; THENCE RUN N.00°43'41 "W., FOR A DISTANCE OF 42.09 FEET; THENCE RUN N.67014'03"E., FOR A DISTANCE OF 75.97 FEET; THENCE RUN N.12°33'10"W., FOR A DISTANCE OF 145.83 FEET; THENCE RUN N.22054'17"W., FOR A DISTANCE OF 15.73 FEET; THENCE RUN N.67°05'43"E., FOR A DISTANCE OF 48.46 FEET FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, THROUGH A CENTRAL ANGLE OF 44039'38", SUBTENDED BY A CHORD OF 246.96 FEET AT A BEARING OF N.44°4Y54"E., FOR A DISTANCE OF 253.33 FEET Tq � D, QF'SAtp CURVE; THENCE RUN N.83°45'25"E., FOR A DISTANCE OF 142.31 FEET; THENCE RUN N 4 ° 1' 5�E ;' 5 i4N4: T OF 32.17 FEET; THENCE RUN N.62°14'46"E., FOR A DISTANCE OF 54 82,.tHNCE RUN S.62°0� FOR A DISTANCE OF 8.51 FEET TO A POINT ON A CIRCULAR CURVE, CONCAl'WE-STERLY, WHOSE RA:' US P T BEARS N.82°56'20"W., A DISTANCE .. . OF 525.00 FEET THEREFROM; THENCE RUN NORTHERLY ALONG A C SAID CURVE TO THE LEFT, HAVING A RADIUS OF 525.00 FEET, THROUGH A EN,' AI�GLE,4DF�° S B DED BY A CHORD OF 2.16 FEET AT A BEARING OF N.06056'36"E., FOR DIIANCE O� 16 T TOND F S�,ID CURVE; THENCE RUN S.59° 16'S8"E., FOR A DISTANCE OR' 100 4�, < ] �1" i � FORA DISTANCE OF 39.76 FEET; THENCE RUN S.53°44'38"E., FOR A��DIS AI CE � 1� I" � S.07°37'08"E., FOR A DISTANCE OF 13.35 FEET; THENCE RUN S.29°4T52°E ; FORS DISTIC� O 1.6E`TCERi1I S.21 12'37�E., FOR A DISTANCE OF 16.82 FEET; THENCE RUN S.01 0 Mgt." A 17 CI QF ; 5.46 F�T THEk RUN S.03 49'26"W., FOR A DISTANCE OF 16.27 FEET; THENCI�11", S.11°39'06"E., FOR A DISTANCE OF 3 4 FEET; THENCE RUN S.05°01'17"W., FOR A DISTANCE OF 16.12 FEET; RUN S.0I008'28"W k* A DISTANT E`OF 10.41 FEET; THENCE RUN S.14°07'51 "E., FOR A DISTANCE OF 21 ��FET; THENCE RUNS 0�5 43"W ,� A DISTANCE OF 17.09 FEET; THENCE RUN S.20°23'56"E., FOR A DI,N OF 7.51 FEET, THENC4L IS r�7°57'49"E., FOR A DISTANCE OF 15.04 FEET; THENCE RUN S.16°32'00"E., FOR DISTNCE OF 12.80 FEETNG9 RUN S.08017'56"W., FOR A DISTANCE OF 16.29 FEET; THENCE RUN S.28055 53 R. �;DISTANCE-OI~ S4�kMT; THENCE RUN S.25°06'32"W., FOR A DISTANCE OF 53.46 FEET; THENCE RUN S.21b'15',�8,*' .J-TC�R Alol 'A E OF 19.14 FEET; THENCE RUN S.26°54'11"W., FOR A DISTANCE OF 40.15 FEET; THENCE RUN S. 8°4�9 37 .; FOB A DISTANCE OF 28.42 FEET; THENCE RUN S.01°2844"W., FOR A DISTANCE OF 30.20 FEET; THENCE RUN S.11°16'12"E., FOR A DISTANCE OF 14.60 FEET; THENCE RUN S.00028'32"E., FOR A DISTANCE OF 5.45 FEET; THENCE RUN S.60°43'56"E., FOR A DISTANCE OF 18.53 FEET; THENCE RUN S.64°21'23"E., FOR A DISTANCE OF 13.11 FEET; THENCE RUN S.57°58'20"E., FOR A DISTANCE OF 14.20 FEET; THENCE RUN S.46°06'38"E., FOR A DISTANCE OF 24.41 FEET; THENCE RUN S.090 10'28"E., FOR A DISTANCE OF 8.44 FEET; THENCE RUN S.11051'27"E., FOR A DISTANCE OF 34.05 FEET; THENCE RUN S.16°55'08"E., FOR A DISTANCE OF 39.92 FEET; THENCE RUN S.35023'33"E., FOR A DISTANCE OF 19.92 FEET; THENCE RUN S.22°1717"E., FOR A DISTANCE OF 31.62 FEET; THENCE RUN S.01015'08"W., FOR A DISTANCE OF 24.07 FEET; THENCE RUN S.I3°30'04"W., FOR A DISTANCE OF 23.35 FEET; THENCE RUN S.11°25'14"W., FOR A DISTANCE OF 30.36 FEET; THENCE RUN S.0I°48'16"W., FOR A DISTANCE OF 13.97 FEET; THENCE RUN S.70°22'34"W., FOR A DISTANCE OF 5.42 FEET; THENCE RUN S.04°38'34"E., FOR A DISTANCE OF 46.41 FEET; THENCE RUN S.65°44'56"E., FOR A DISTANCE OF 18.38 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.0001525"E., A DISTANCE OF 70.27 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.27 FEET, THROUGH A CENTRAL ANGLE OF 11°38'31% SUBTENDED BY A CHORD OF 14.25 FEET AT A BEARING OF S.84026'09"E., FOR A DISTANCE OF 14.28 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.11°28'21"W., A DISTANCE OF 17.15 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.15 FEET, THROUGH A CENTRAL ANGLE OF 56°11-43% SUBTENDED BY A CHORD OF 16.16 FEET AT A BEARING OF S.50°25'47"E., FOR A DISTANCE OF 16.82 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.75°39'31"W., A DISTANCE OF 27.78 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A W: 19871P12-COERA°c dy 0 N n. HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 3 of 7 RADIUS OF 27.78 FEET, THROUGH A CENTRAL ANGLE OF 17°43-29", SUBTENDED BY A CHORD OF 8.56 FEET AT A BEARING OF S.05°2844"E., FOR A DISTANCE OF 8.59 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.72°58'23"W., A DISTANCE OF 14.04 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 14.04 FEET, THROUGH A CENTRAL ANGLE OF 70°30'05", SUBTENDED BY A CHORD OF 16.20 FEET AT A BEARING OF S.52016'40"W., FOR A DISTANCE OF 17.27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.06°11'10"W., A DISTANCE OF 17.49 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.49 FEET, THROUGH A CENTRAL ANGLE OF 39°23'43", SUBTENDED BY A CHORD OF 11.79 FEET AT A BEARING OF N.76°29'19"W., FOR A DISTANCE OF 12.02 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.25°05'14"W., A DISTANCE OF 13.26 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 13.26 FEET, THROUGH A CENTRAL ANGLE OF 35°53'58", SUBTENDED BY A CHORD OF 8.17 FEET AT A BEARING OF N.82°51'45"W. FOR A DISTANCE OF 8.31 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY WHEJ Ii ,US,P,,O��INT BEARS S.03002'00"E., A DISTANCE OF 16.99 FEET THEREFROM; THENCE RUN WESTERN L Q �$ CURVE TO THE LEFT, HAVING A RADIUS OF 16.99 FEET, THROUGH A CENTRAL AN 'L F`26°10'25", SUB°BY A CHORD OF 7.69 FEET AT A BEARING OF S.73052'48"W., FOR A DISTANCE OF 4i 6� T TO A POINT ON A C' � L CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POIN` $EAR$,-$.26°03'54 E., A DIST CE F 8.23 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE AR6 6j ,S D CURVE TOTf;E LEFT, HAVING A RADIUS OF 8.23 FEET, THROUGH A CENTRAL ANGLE OF„87°36`06", SUBTENDED, Y A CHORD O \7.93 FEET AT A BEARING OF S.35008'03"W., FOR A DISTANCE Off' 8 27 ,�'Tk fi INT�1 C , UR*E, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.88°11'17"V.,jITA EDF45. FT �q�;M; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO TH RIGHT, HAV A kAI')I'U `k";O 45 FEET; THROUGH A CENTRAL ANGLE OF 10°50'39", SUBTENDED BY A CHObFEF=G 0��°1¢(3., FOR A DISTANCE OF 8.55 FEET TO A POINT ON A CIRCULAR CURV'H;'C'ONCAVE EASTERLY WHOSE BEARS S.74034'50"E., A DISTANCE OF 15.11 FEET THEREFkl*�,, HENCE RUN SOUTHER' Ai ON � �C O SAID SUBTENDED CURVE TOC E LEFT, HAVING A RADIUS OF 15.11 FEE THROUGH A CENTRAL' IGL'E,,O' OF 6.85 FEET AT A BEARING OF S.02° I W,, FOR A DISTANCE OF 6 f' i I T TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIU (C1BEARS 5.81°3844"W I$TANCE OF 158.83 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE; - C OFa,SAID-,CURVE T6 f' HT, HAVING A RADIUS OF 158.83 FEET, THROUGH A CENTRAL ANGLE OF O1°38'11" SU 'B RoR OF 4.54 FEET AT A BEARING OF S.07032'10"E., FOR A DISTANCE OF 4.54 FEET TO THE ENDF SAID CURVE; THENCE RUN S.01°42'20"E., FOR A DISTANCE OF 29.66 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.80015'09"E., A DISTANCE OF 25.50 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.50 FEET, THROUGH A CENTRAL ANGLE OF 29043'58", SUBTENDED BY A CHORD OF 13.08 FEET AT A BEARING OF S.24°36'50"E., FOR A DISTANCE OF 13.23 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.38°39'07"E., A DISTANCE OF 30.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26°53'04", SUBTENDED BY A CHORD OF 13.95 FEET AT A BEARING OF S.64°47'25"E., FOR A DISTANCE OF 14.08 FEET TO THE END OF SAID CURVE; THENCE RUN S.88°29'27"E., FOR A DISTANCE OF 11.08 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.07031'54"E., A DISTANCE OF 7.46 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 7.46 FEET, THROUGH A CENTRAL ANGLE OF 124°23'32", SUBTENDED BY A CHORD OF 13.20 FEET AT A BEARING OF S.35020'09"E., FOR A DISTANCE OF 16.20 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.8691'47"W., A DISTANCE OF 21.72 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 21.72 FEET, THROUGH A CENTRAL ANGLE OF 37021'36", SUBTENDED BY A CHORD OF 13.91 FEET AT A BEARING OF S.22°29'00"W., FOR A DISTANCE OF 14.16 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.42032'06"E., A DISTANCE OF 24.89 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.89 FEET, THROUGH A CENTRAL ANGLE OF 47° 18'25", SUBTENDED BY A CHORD OF 19.97 FEET AT A BEARING OF S.23°48'41 "W., FOR A DISTANCE OF 20.55 W:%1987\P12-00FR.doc HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 4 of 7 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.88°11'22"W., A DISTANCE OF 40.84 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 40.84 FEET, THROUGH A CENTRAL ANGLE OF 14°29-28", SUBTENDED BY A CHORD OF 10.30 FEET AT A BEARING OF S.05026'06"W., FOR A DISTANCE OF 10.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.70°55'53"W., A DISTANCE OF 8.64 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 8.64 FEET, THROUGH A CENTRAL ANGLE OF 88°31-52", SUBTENDED BY A CHORD OF 12.06 FEET AT A BEARING OF S.63020'03"W., FOR A DISTANCE OF 13.35 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE O NORTHERLY, WHOSE RADIUS POINT BEARS N.05°36'13"E., A DISTANCE OF 16.71 FEET THEREFROM; THENCE RUN N WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 16.71 FEET, THROUGH A CENTRAL ANGLE OF 30050'12", SUBTENDED BY A CHORD OF 8.88 FEET AT A BEARING OF N.68°58'41"W., FOR A DISTANCE OF 8.99 FEET TO THE END OF SAID CURVE; THENCE RUN S.03°23'51 "W., FOR A DISTANCE OF 11.91 A FEET; THENCE RUN N.50°35'07"W., FOR A DISTANCE „OF29-7IN,FEET; THENCE RUN S.55°19'07"W., FOR A DISTANCE OF 21.86 FEET; THENCE RUN 5.35°51'34"W., FOR -A N� �48�2 FEET; THENCE RUN S.00°06'51 "W., FOR A DISTANCE OF 44.83 FEET; THENCE RUN SAr. 4 &'! AR .I T&OF 21.30 FEET; THENCE RUN S.07°0525"W., rn FOR A DISTANCE OF 16.84 FEET; THENCi 20°31'38"E , FOR';T11�ICE OF 16.17 FEET; THENCE RUN M 5.25°1T36"W., FOR A DISTANCE OF 10 91; THENCE RUN S.08°Ol' R A DISTANCE OF 18.91 FEET; THENCE RUN N.43°37'25"W., FOR A I STA�4'C �OF U5 FEET; THENCE S'.97°05'25"W., FOR A DISTANCE OF �O 21.48 FEET; THENCE RUN 5.11 4140E., F,6R t �TANtM I4*233 FEET; ENQE RUN S.18 25 56"W., FOR A DISTANCE OF 6.43 FEET TO A POINT &A CIRCUCP Re„�U VE, CONCAVE � ST RLY, WHOSE RADIUS POINT BEARS S.83°26' 10"E., A DISTANCEF 19� �! �SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING AIRAIIU Wj l 0 E� ��A �EN � RAL ANGLE OF 44°50'44", SUBTENDED BY A CHORD OF 8.8 FE�A AAIlG (I S,°513� E FOR A DISTANCE OF 9.07 FEET TO A POINT ON A CIRCULAR CURVE, CBEARS N.39°00'04"E., A DISTANCE OF 60.00 FEET THEREFft,THENCE RUN SOUTHL STER4' Y, NO THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 611 ftET, THROUGH A CEN AL ANG1, ,OP 27014-52", SUBTENDED BY A CHORD OF 28.27 FEET AT A BEARIN SS 64°37'23"E., FOR A DI NCE� ��:53 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTI�6'',\WHOSE RADIUS POINt`- 6 kS 1V.08051'36"E., A DISTANCE OF 50.30 FEET THEREFROM; THENCE RUN EAS I1 LQNG THE ARC OF T GCJRVE TO THE LEFT, HAVING A RADIUS OF 50.30 FEET, THROUGH A CENTRAL �I OFJ 4 3Y SU 1 I�"„BY A CHORD OF 29.76 FEET AT A BEARING OF N.81°39'19"E., FOR A DISTANCE OF i i;E I ( „END OF SAID CURVE; THENCE RUN N.81039'19"E., FOR A DISTANCE OF 6.95 FEET; THE040'47"E., FOR A DISTANCE OF 6.14 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.38°53'18"W., A DISTANCE OF 50.34 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.34 FEET, THROUGH A CENTRAL ANGLE OF 13017'03", SUBTENDED BY A CHORD OF 11.65 FEET AT A BEARING OF N.44028'10"E., FOR A DISTANCE OF 11.67 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.61°18'54"W., A DISTANCE OF 89.29 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 89.29 FEET, THROUGH A CENTRAL ANGLE OF 05041'05", SUBTENDED BY A CHORD OF 8.86 FEET AT A BEARING OF N.25050'33"E., FOR A DISTANCE OF 8.86 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.83°55'01"E., A DISTANCE OF 67.21 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 67.21 FEET, THROUGH A CENTRAL ANGLE OF 04°33'22", SUBTENDED BY A CHORD OF 5.34 FEET AT A BEARING OF N.08°21'40"E., FOR A DISTANCE OF 5.34 FEET TO THE END OF SAID CURVE; THENCE RUN N.30040'47"E., FOR A DISTANCE OF 11.49 FEET; THENCE RUN N.04012'33"W., FOR A DISTANCE OF 14.83 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.78040'39"W., A DISTANCE OF 5.16 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 5.16 FEET, THROUGH A CENTRAL ANGLE OF 31 °0348", SUBTENDED BY A CHORD OF 2.76 FEET AT A BEARING OF N.04012'33"W., FOR A DISTANCE OF 2.80 FEET TO THE END OF SAID CURVE; THENCE RUN N.04°12'33"W., FOR A DISTANCE OF 6.87 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.70058' 10"W., A DISTANCE OF 37.39 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 37.39 FEET, THROUGH A CENTRAL ANGLE OF 26°57'58", WAOM12-COFR.doc • HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 5 of 7 SUBTENDED BY A CHORD OF 17.44 FEET AT A BEARING OF N.05°32'51 "E., FOR A DISTANCE OF 17.60 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.86°29'57"W., A DISTANCE OF 19.39 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 19.39 FEET, THROUGH A CENTRAL ANGLE OF 19°26'02", SUBTENDED BY A CHORD OF 6.55 FEET AT A BEARING OF N.06012'58"W., FOR A DISTANCE OF 6.58 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.6797'39"E., A DISTANCE OF 33.13 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 33.13 FEET, THROUGH A CENTRAL ANGLE OF 12°28'08", SUBTENDED BY A CHORD OF 7.19 FEET AT A BEARING OF N.16°08'17"W., FOR A DISTANCE OF 7.21 FEET TO THE END OF SAID CURVE; THENCE RUN N.03054'5I "W., FOR A DISTANCE OF 19.73 N FEETTO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.88°52'53"W., A DISTANCE OF 18.92 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE j LEFT, HAVING A RADIUS OF 18.92 FEET, THROUGH A CENTRAL ANGLE OF 2500044", SUBTENDED BY A CHORD Q+ OF 8.19 FEET AT A BEARING OF N.13°37'29"W., FOR ,A_DISTANCE OF 8.26 FEET TO THE END OF SAID CURVE; THENCE RUN N.04°12'33"W., FOR A DISTANCEF F 2 T"TO�A POINT ON A CIRCULAR CURVE, CONCAVE n EASTERLY, WHOSE RADIUS POINT BEARS S 9Z4' E: A3I�� T�E?F 29.30 FEET THEREFROM; THENCE RUN v� NORTHERLY, ALONG THE ARC OF SAID Tj E'TO THE RIGHT, HA L ¢ RADIUS OF 29.30 FEET, THROUGH A M CENTRAL ANGLE OF 05°21'25", SUBTEf1L�EIii° A CHORD OF 2.74 FEAT BEARING OF N.13°17'55"E., FOR A DISTANCE OF 2.74 FEET TO THE ENO OF.5ApCURVE; THENCE RUN N. 30' VE., FOR A DISTANCE OF 50.41 p FEET; THENCE RUN N.25°11'36 E., FOR A, )IST A� OF 66:l"9-FF& ; THEN, E RUN N.08°11'49"E., FOR A DISTANCE OF 80.53 FEET; THENCE RUN N.80*47 24" E., FOR A DiSTAN E OF 2 00 FEEf,,TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE I �7 4' DITANCE OF 230.00 FEET THEREFROM; THENCE RUN SOUBHEAIW 5ALONi'i I R�,O S C JRV� TO THE LEFT, HAVING A RADIUS OF 230.00 FEET, THROUGH N Rq ANG E if 5�50'38 ; U TEI DE BY A CHORD OF 211.85 FEET AT A BEARING OF S.36°3T55"E., FOR `�DI 7 0 � � 0 TI kl) AID CURVE; THENCE RUN N.23°41'56"E., FOR A DISTANCE OKa.4i FEET; THENCE RUN N b° 12 0"E F4*'' DISTANCE OF 6.04 FEET TO A POINT ON A CIRCULAR CURVE, C C E NORTHERLY, WHOS' I US BEARS N.25°32'10"E., A DISTANCE OF 180.00 FEET REFR NCE RUN EASTERL,L O„IVTE E ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 180.00 TOUGH A CENTRAL AMG V"28°25-17", SUBTENDED BY A CHORD OF 88.38 FEET AT A BEARING OF S.780 X" A DISTANCE�OF" FEET TO THE END OF SAID CURVE; $ m s THENCE RUN S.35°44'48"E., FOR A DISTANT�OFnl�EIa 3'O�IT"ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BAI °3_11-„14151STANCE OF 205.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF-S"ATI)`CURVE TO THE LEFT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE OF 85°00'08", SUBTENDED BY A CHORD OF 277.00 FEET AT A BEARING OF N.40°12'18"E., FOR A DISTANCE OF 304.13 FEET TO A POINT OF REVERSE CURVE; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 38011'43", SUBTENDED BY A CHORD OF 62.16 FEET AT A BEARING OF N.16°48'06"E., FOR A DISTANCE OF 63.33 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 270.00 FEET, THROUGH A CENTRAL ANGLE OF 24°26'55", SUBTENDED BY A CHORD OF 114.34 FEET AT A BEARING OF N.48007'25"E., FOR A DISTANCE OF 115.21 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.18°03'08"E., A DISTANCE OF 425.00 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 425.00 FEET, THROUGH A CENTRAL ANGLE OF 12035'06", SUBTENDED BY A CHORD OF 93.16 FEET AT A BEARING OF S.78° 14'25"E., FOR A DISTANCE OF 93.35 FEET TO THE END OF SAID CURVE; THENCE RUN S.84°3 F58"E., FOR A DISTANCE OF 52.15 FEET; THENCE RUN S.05053'23"W., FOR A DISTANCE OF 40.97 FEET; THENCE RUN N.56°00'19"W., FOR A DISTANCE OF 18.68 FEET; THENCE RUN S.79016'23"W., FOR A DISTANCE OF 18.45 FEET; THENCE RUN S.32°56'12"W., FOR A DISTANCE OF 44.14 FEET; THENCE RUN S.13°54 24"E., FOR A DISTANCE OF 39.81 FEET; THENCE RUN S.18°56'34"W., FOR A DISTANCE OF 45.64 FEET; THENCE RUN S.13°12'34"E., FOR A DISTANCE OF 59.69 FEET; THENCE RUN S.28°4946"E., FOR A DISTANCE OF 34.36 FEET; THENCE RUN S.36°18'12"W., FOR A DISTANCE OF 15.94 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.37°19'22"E., A DISTANCE OF 30.69 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.69 FEET, THROUGH A CENTRAL ANGLE OF 20°07'50", SUBTENDED BY A CHORD OF 10.73 W:U987%PI2-00EP-d0c iJ n O N 6 a 01 M HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 6 of 7 FEET AT A BEARING OF S.42°36'43"W., FOR A DISTANCE OF 10.78 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.51°12'59"E., A DISTANCE OF 202.72 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 202.72 FEET, THROUGH A CENTRAL ANGLE OF 04°54'18", SUBTENDED BY A CHORD OF 17.35 FEET AT A BEARING OF S.36019'52"W., FOR A DISTANCE OF 17.35 FEET TO THE END OF SAID CURVE; THENCE RUN S.50°10'02"W., FOR A DISTANCE OF 31.74 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.28°14'30"W., A DISTANCE OF 98.58 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 98.58 FEET, THROUGH A CENTRAL ANGLE OF 03043'23", SUBTENDED BY A CHORD OF 6.40 FEET AT A BEARING OF S.63°37'11"W., FOR A DISTANCE OF 6.41 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.25°46'47"E., A DISTANCE OF 26.59 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 26.59 FEET, THROUGH A CENTRAL ANGLE OF 25°54'07", SUBTENDED BY A,CHORD OF 11.92 FEET AT A BEARING OF S.51°16'09"W., FOR A DISTANCE OF 12.02 FEET TO A POINT ON A CIRC'� A E A . ",CAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.48054'59"E., A DISTANCE QF�26IjEiENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFTG A RDIUS OF"122 6ET, THROUGH A CENTRAL ANGLE OF 04°09'04", SUBTENDED BY A CHORD (JF .$ '-FEET AT A BEARING O 39a '29"W., FOR A DISTANCE OF 8.89 FEET TO THE END OF SAID CURVE; THENCE RLI„S°,0 Q2"W., FOR A DIST CEF 15.19 FEET; THENCE RUN S.25026'00"W., FOR A DISTANCE OF �3.9QIVE4 ,;r..I IENCE-RUN,-S,Qi,�°55'20" , FOR A DISTANCE OF 64.93 FEET; THENCE RUN S.11°40'59"W., FOR A,IDIST'ANCE OFT 53,3E, THENCE R S.*37'41"W., FOR A DISTANCE OF 24.67 FEET; THENCE RUN S.43°3145 W , FO Di ° ��E ; ANC RUN S.47 15'31 "W., FOR A DISTANCE OF 29.93 FEET; THENCE RUBS 3°�" `08 � FOR ISM A IC� F,33.3 i FEET; THENCE RUN S.57°59'19"W., FOR A DISTANCE OF 33.06 FEET; THENCE tUI 5 °1 '3 °ice Al`� R A IS, ANq OF 37.04 FEET; THENCE RUN S.50°53'15"W., FOR A DISTANCE OF 6.$ TII�ERI138°411".Vf A DISTANCE OF 17.27 FEET; THENCE RUN S.14°05'14"W., FOR A IISTANCE OF 19.49 FEET; ' ENCEA 3'53'08"E., FOR A DISTANCE OF 16.70 FEET; THENCE RUN S.08°05'17"W., 1 ITt DISTANCE OF 14.39 F&T- ENC its S.19°40'30"W., FOR A DISTANCE OF 13.84 FEET; THENCE RUN S.08°0-'� '�i , FOR A DISTANCE OF 8 FE NCE RUN S.31 °28'39"E., FOR A DISTANCE OF 32.35 FEET; THENCE Ri S39°30'29"E., FOR A DISTANCE OF �- L 19 FEET; THENCE RUN S.55°55'33"E., FOR A DISTANCE OF 15.33 FEET; THEN' S 79°39'33"E FORA ANCE OF 11.16 FEET; THENCE RUN N.78°57'53"E., FOR A DISTANCE OF 17.50 ' -,THENCIr RUN S"- ° �" ., FOR A DISTANCE OF 10.56 FEET; THENCE RUN S.65°02'38"E., FOR A DISTANCE OF 1� . �I E I ,��NCE RUN S.48°25'21 "E., FOR A DISTANCE OF 12.83 FEET; THENCE RUN S.36°2645"E., FOR A DISTANCEi)F°3 ~19"FEET; THENCE RUN N.61°56'42"E., FOR A DISTANCE OF 11.72 FEET; THENCE RUN N.45010'43"E., FOR A DISTANCE OF 17.54 FEET; THENCE RUN N.24016'49"E., FOR A DISTANCE OF 8.33 FEET; THENCE RUN N37°07'58"E., FOR A DISTANCE OF 26.30 FEET; THENCE RUN N.39°05'15"E., FOR A DISTANCE OF 21.35 FEET; THENCE RUN N.34020'07"E., FOR A DISTANCE OF 13.55 FEET; THENCE RUN N.32056'39"E., FOR A DISTANCE OF 20.71 FEET; THENCE RUN N.42041'16"E., FOR A DISTANCE OF 16.29 FEET; THENCE RUN N.51053'37"E., FOR A DISTANCE OF 9.69 FEET; THENCE RUN N.54°16'34"E., FOR A DISTANCE OF 14.33 FEET; THENCE RUN N.65°06'09"E., FOR A DISTANCE OF 17.45 FEET; THENCE RUN S.86°13'37"E., FOR A DISTANCE OF 16.23 FEET; THENCE RUN S.74°29 26"E., FOR A DISTANCE OF 15.97 FEET; THENCE RUN S.67°21'36"E., FOR A DISTANCE OF 11.04 FEET; THENCE RUN S.52031'l4"E., FOR A DISTANCE OF 19.86 FEET; THENCE RUN S.50°05'36"E., FOR A DISTANCE OF 18.20 FEET; THENCE RUN S.35003'32"E., FOR A DISTANCE OF 17.67 FEET; THENCE RUN S.20°14'48"E., FOR A DISTANCE OF 17.75 FEET; THENCE RUN S.08°16'59"E., FOR A DISTANCE OF 17.62 FEET; THENCE RUN S.03035 35"W., FOR A DISTANCE OF 23.68 FEET; THENCE RUN S.06008'30"W., FOR A DISTANCE OF 9.60 FEET; THENCE RUN S.0I*2427"E., FOR A DISTANCE OF 286.09 FEET; THENCE RUN S.00°37'38"W., FOR A DISTANCE OF 306.43 FEET; THENCE RUN S.17°36'20"W., FOR A DISTANCE OF 18.77 FEET; THENCE RUN S.30°07'04"W., FOR A DISTANCE OF 42.12 FEET; THENCE RUN N.76°40'40"W., FOR A DISTANCE OF 14.90 FEET; THENCE RUN N.04° 15'07"E., FOR A DISTANCE OF 5.03 FEET; THENCE RUN S.81°41'33"W., FOR A DISTANCE OF 5.06 FEET; THENCE RUN N.87021'59"W., FOR A DISTANCE OF 23.17 FEET; THENCE RUN S.26°10'53"W., FOR A DISTANCE OF 7.78 FEET; THENCE RUN S.60°47'32"W., FOR A DISTANCE OF 21.84 FEET; THENCE RUN N.87°23'02"W., FOR A DISTANCE OF 9.41 FEET; THENCE RUN S.78°59'01 "W., FOR A DISTANCE OF 26.14 FEET; THENCE RUN S.41 °46'31 "W., FOR A DISTANCE OF 5.86 FEET; THENCE RUN S.03°5227"W., FOR A DISTANCE OF 7.07 FEET; THENCE RUN S.41°51'06"E., FOR A DISTANCE OF 34.65 FEET; THENCE RUN S.35° 16'43"E., FOR A DISTANCE OF 24.47 FEET; THENCE RUN S.39°21'01 "E., W A19"12-COFRA- HM PROJECT #1987024X 11 /7/2005 REF. DWG. #B-5708-1 Page 7 of 7 FOR A DISTANCE OF 11.49 FEET; THENCE RUN S.42034'26"W., FOR A DISTANCE OF 8.30 FEET; THENCE RUN N.32011'57"W., FOR A DISTANCE OF 29.90 FEET; THENCE RUN N.62°04'04"W., FOR A DISTANCE OF 28.90 FEET; THENCE RUN S.89°50'08"W., FOR A DISTANCE OF 46.06 FEET; THENCE RUN S.57°45'11"W., FOR A DISTANCE OF 59.89 FEET; THENCE RUN S.61005'33"W., FOR A DISTANCE OF 65.89 FEET; THENCE RUN S.66°45'51"W., FOR A DISTANCE OF 83.57 FEET; THENCE RUN S.26°45'58"W., FOR A DISTANCE OF 89.71 FEET; THENCE RUN S.03013'02"E., FOR A DISTANCE OF 62.55 FEET; THENCE RUN S.14°14'05"E., FOR A DISTANCE OF 27.75 FEET; THENCE RUN 5.42023'44"W., FOR A DISTANCE OF 35.34 FEET; THENCE RUN N.62°39'46"W., FOR A DISTANCE OF 55.07 FEET; THENCE RUN N.47°36'04"W., FOR A DISTANCE OF 37.06 FEET; THENCE RUN N.78°00'06"W., FOR A DISTANCE OF oO 32.60 FEET; THENCE RUN N.65°06'11"W., FOR A DISTANCE OF 15.40 FEET; THENCE RUN N.35°34'58"W., FOR A DISTANCE OF 45.65 FEET; THENCE RUN N.48°20'13"W., FOR A DISTANCE OF 19.28 FEET TO THE POINT OF N BEGINNING, CONTAINING 42.601 ACRES, MORE OR LESS. O THIS PROPERTY IS SUBJECT TO EASEMENTS, a BEARINGS SHOWN HEREON REFER TO THE n AND F FIRST ADDITION, ACCORDING TO rn THROUGH 106 OF THE PUBLIC RECOe O '7 c+7 -j r' O HOLE, MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMB] BY Z !i!b= IN -r l/ T iOM S M:MURP , OR RESTRICTIONS OF RECORD. &-B I: & VAIL WEST UNIT ONE, REPLAT BLOCKS E THEREOF ASED IN PLAT BOOK 21, AT PAGES 84 ;R COUNTY, FLbRflb i,`AS BEING N.13°56'06"E. rTA IFLOR, ,* CIA W:%1987%P12-00ER.doc r�m 3 0 0 0 0 N m �a � �:1i ■rrt¢sgT� sxatsa msTrx*>,��srrt�a�sr.�>i m �ir� �t�■ �!�s� t� �zr 0 W?'j'i m1m]"IMPM3'� Fri 7F!)• met xgslr1� wxrtr *tomsstit� minF7ilii�TitfiEmmm �ii�l� s MIRE �trr:>iriFti�ti 1� m • •ZYFtZ'liR7F� �EFXTi, esim 11k*7r`?� ®�SFSFitF� �ri3[i��R3� �1R>i�SEYf1i ��t� m ITW mfwzmmrxnTZPMNFNZM m : 1111IM� WIN N 1Tr.•111111Mll�tl ME IningfiwiIIIIii IIIIIII�M �!:�UME1•1•/11��t•R!��M"�1 E•� ®111117-TSMEMP-70 musm mrs'WWW111111 MITSM 0wrrm0mmmtrmIFryAm1i"IIIIIItTm OEM OF=E 0=771111111 m s>✓sax>, r�s� slt.>r*� �1tz�^� strtr� ®NIP'*trr rrm- aErm!i TRACT i N L105 GC-ta L106 9 I 14 C9 0,10 C15 co I C14 6� C13 C17 C' C18 C19 E 135 m ao L110 ►; TRACT P-12 ry � v VMM `J �\ ^� \14 ^ cry o r � N r. CARTPATH / BRIDGE N L1 Op _ J C3J�W 8 C34 co L127L128 33 LOT 14 LOT I\1� 15 DETAIL A NOT TO SCALE TRACT P-12 i us i s Wrse- w l 1e.39' j I use I s srso'jo• w I uoe`� �8 � L125 * NOT A SURVEY * SHEET 2 OF 2 SEC—TWN—ROE:8-48-26 950 Encore Way NOT VAUD w11101IT PIROJECT NO. Naples, FL 34110 m SIC ILINE AND 024 TF/AM DATE 11/05 Phone: (239) 254-2000SEAL OF A FUM SKETCH TO ACCOMPANY LEGAL DESCRIPTION 87' CHECKED BY -AWING L "OT Florida CerfNicafe of TMM B-57oa-1 Aufhorizafion No.1772 AM MWIM P12—COER O e--4 t>D a v, V— �i a O • E cs L1 GRAPHIC SCALE m M -' SEE DETAIL C r C145 C> TRACT P- 300 0 150 300 W / TRACT P-12 �0F ( IN FEET ) C I inch = 300 ft. 17 16 If L138 BLOCK G 13 15 14. L137 / or. L105 r TRACT GC-18 GOLF COURSE L75 8OC8S �� SEE LTA/ l A L90 SH CT . v .� C6- 7 u 4'7 =t N' 11 r� i 12 TRACT P-12 10 % M1' # O G ll 0 6 5 % E. LINE OF THE WEST HALF OF SEC. 8-48-26 L1 TRACT P-12 16 v L21 V1 TRACT GC-17 \\i O TRACT GC-12 GOLF COURSE GOLF COURSE J r GOLF COURSE 6+ .- TRACT GC-11 O� 6$ !_ .c. N a� / LOT Of 45 cl LOT 44 h L230 �\ DETAIL B PO B NOT TO SCALE TRACT P-12 Inc .£ <' 6 ti N '13' Cf,;WPATR\/ 84JDGE 02'4 aoo.� r 5 W TRACT P-izr, Y 4 y L20 LTRACT GC-17 1 5 GOLF COURSE Af / zao. �1 DETAIL C —j Cy��' 3 m ' O NOT TO SCALE SE A/L B �f� �,. �` TRACT GC-11 44 �73 2 GOLF COURSE by � ' J 43 �% w 42 TRACT P-12 LEGEND BLOCK E POC POINT OF COMMENCEMENT � POB POINT OF BEGINNING C� GCE GOLF COURSE EASEMENT BME BUFFER MAINTENANCE EASEMENT DE DRAINAGE EASEMENT * NOT A SURVEY * SHEET 1 OF 2 SEC—TWN—RGE: 8-48-26 950 Encore War NOT YAW WMKKR , TF/AM DATE 11/05 L O T Naples. FL 34110 Phone: (239) 254-2000 THE SWNATIRIE AID TILE ONOW RAID SEMI OF A FLOW O SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024 CHECKED BY- Tmm DRAVANG NO. B-5708-1 o mS • All s • SIRIEipS Florida Csroats of Nfi Authorization No.1772 LICENSED SINlA= AID YAPPER. REFERENCE NO. — P12-COER 6 0-4 rn O1 M m POB SPE GCE D.E. TF Tmm I POINT OF BEGINNING SPECIAL PRESERVE EASEMENT GOLF COURSE EASEMENT DRAINAGE EASEMENT e-48-26 DATE 10/05 NG NO. 8-5701 E161EDK A�NERS SINNE�tS m 950 Encore Way Naples, FL 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 SCALE LINE TABLE LINE DIRECTION DISTANCE L1 N 48'04'06" E 52.60' L2 N 71'11'09" E 16.10' L3 S 63'13'41" E 29.86' E "- S 05'34'28" E 66.76' - t'S 34'58" E 31.47' Lfi b '0 36" E 54.10' L7 S 416' '56" W 97.48' t8 } S SYQ • ' '£.E 49.30' 103.41' VE • NOT A SURVEY NOT VALID wRIM TIE SIGN URE AND TIE DRINK RAISED SEAL OF A RMU LICOISEO SIIRYETDR Alb YAPPER. CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 1370.00' 01'41'58" 40.63' N 58'19'59" W 40.63' C2 95.00' 73'48'29" 114.09' N 20'34'46" W 122.38' C3 985.00' 03'06'01" 53.29' N 14'46'28" E 53.30' C4 1370.00' 01'54'57" 45.81' S 67'14'18" E 45.81' C5 1370.00' 07'05'51" 169.60' S 62'43'54" E 169.71' C6 1370.00' 1 10'42'47' 1 255.78' 1 S 62'50'23" E 256.16' LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT P-17 AND A PORTION OF LOT 1 AND 41. BLOCK E, QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 2, BLOCK E. QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THE SAME BEING A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1,370.00 FEET, THROUGH A CENTRAL ANGLE OF 01'41'58", SUBTENDED BY A CHORD OF 40.63 FEET AT A BEARING OF N.58'19'59"W., FOR A DISTANCE OF 40.63 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 73'48'29", SUBTENDED BY A CHORD OF 114.09 FEET AT A BEARING OF N.20'34'46"W., FOR A DISTANCE OF 122.38 FEET TO A POINT OF REVERSE CURVE; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET, THROUGH A CENTRAL ANGLE OF 03'06'01", SUBTENDED BY A CHORD OF 53.29 FEET AT A BEARING OF N.14'46'28"E., FOR A DISTANCE OF 53.30 FEET TO THE END OF SAID CURVE; THENCE RUN N.48'04'06"E., FOR A DISTANCE OF 52.60 FEET; THENCE RUN N.71'11'09"E., FOR A DISTANCE OF 16.10 FEET TO A POINT ON THE BOUNDARY LINE OF TRACT P-17 ACCORDING TO SAID QUAIL WEST UNIT ONE REPLAT; THENCE RUN S.63'13'41"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-17 FOR A DISTANCE OF 29.86 FEET;NTHENCE RUN S.05'34'28"E., ALONG THE BOUNDARY LINE OF SAID TRACT P'-17 FOR A DISTANCE OF 66.76 FEET; THENCE RUN S.24'34'58"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-17 FOR A DISTANCE OF 31.47 FEET; THENCE RUN S.35'03'36"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-17 FORA DISTANCE OF 54.10 FEET; THENCE RUN S.46'23'56"W., FOR A DISTANCE OF 97.48 FEET, TO THE POINT OF BEGINNING: CONTAINING 0.461 ACR�,-'VORE OR LESS. THIS PROPERTY .IS SUBJECT TO EASEMENTS, RESERVATIONS, OR RESTRICTIONS OF RECORD. BEARIN S SHOWN HEREON 73EFEii'70-'THE,NORTHWESTLLINE OF LOT 2, BLOCK E, QUAIL VTST UNIT ONE';' REPLAT' ACtORDINO TO THE PLAT THEREOF AS RECORDED IN WAJ'COuraOOK 21 T PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS .OF OOLi th l, _ ;"YLORID'A, AS' BEING N.30'49'02"E. HOLE MONTES, INC. 0 ° CERTIFICATE OF,ALITHQjtOOON Nu BEW-iB.4772 dL BY P.S.M. #5628 'THOMAS M. MURPH STATE OF FLORIDA SKETCH AND LEGAL DESCRIPTION 187•024 P17—COE a n CYN tY) a O NP FACT P-20 1 Z !j C�q F TRACT P-19 Z LAKE 2 D.E. GRAPHIC SCALE N' 100 O 50 100 t ( IN FEET ) 1 inch = 100 ft. TRACT GC-4 GOLF COURSE LINE TABLE LINE DIRECTION DISTANCE L1 S 79*31*18" E 43.86' L2 S 63'06'50" E 99.15 L3 S 83*11'23" E 19.33 L4 S 43'05'50" E 14.88' L5 N 54'11'30" E 40.30 L6 S 88'51'10" E 26.12' L7 S 6818'28" E 9.67' L8 S 00'18'10" W 11. L9 S 11'28'52" W 70.86 L10 S 61'39'54" W 53.35 L11 N 81.51 " 6" W 16.98 L12 N 61'41'36" W 56.25 L13 N 13'23'58" W 22.45 LEGEND POB POINT OF BEGINNING SEC-TVM-RGE: 7/8-48-26 TMM 1 B-5712 21.1.I'.WAIL.I . CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 1815.00' 07'41'16" 243.35' 1 S 38'51'25" E 243.53' C2 985.00' 12'48'36" 219.76' S 36'29'06" W 220.22' TRACT F-5 LEGAL DESCRIPTION: ALL OF TRACT P-21 AND A PORTION OF TRACT F-5 AND A PORTION OF LOTS 24 AND 25, QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWESTERLY CORNER OF TRACT P-21, QUAIL WEST UNIT ONE, L7 REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE TRACTDISTANCE RUN S.79.31'18"E. FOR A DISTANCE OF 43.86 FEET; THENCE RUN S.63'06'50'E. FOR A OF 99.15 FEET; THENCE RUN S.83'11'23"E. FOR A DISTANCE OF 19.33 FEET; w� THENCE RUN S.43'05'50'E. FOR A DISTANCE OF 14.88 FEET; THENCE RUN N.54'11'30"E. FOR A DISTANCE OF 40.30 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE " SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.47'17'58'W. A DISTANCE OF 1815.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1815.00 FEET, THROUGH A CENTRAL ANGLE OF M 0741'16", SUBTENDED BY A CHORD OF 243.35 FEET AT A BEARING OF S.38'51'25'E., FOR A DISTANCE OF 243.53 FEET TO THE END OF SAID CURVE; THENCE RUN if _ S.88'51'10'E. FOR A DISTANCE OF 26.12 FEET; THENCE RUN S.68'18'28"E. FOR A DISTANCE OF 9.67 FEET, THENCE RUN S.00'18'10"W. FOR A DISTANCE OF 11.75 FEET; THENCE RUN S.1128 52'W. FOR A DISTANCE OF 70.86 FEET TO A POINT ON A x CIRCULAR CURVE CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS E G f S.47'06'36"E. A DISTANCE OF 985.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, J!: ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET, •Q' �� THROUGH A CENTRAL ANGLE OF 12'48'36", SUBTENDED BY A CHORD OF 219.76 FEET ,` O k' AT A BEARING OF S.3829'08'W., FOR A DISTANCE OF 220.22 FEET TO THE END OF " V� O SAID CURVE; THENCE RUN S.6139'54'W. FOR A DISTANCE OF 53.35 FEET; THENCE RUN N.81'51'16'W. FOR A DISTANCE OF 16.98 FEET, THENCE RUN N.61'41'36"W. FOR A �- DISTANCE OF 56.25 FEET: THENCE RUN N.1323'58'W. FOR A DISTANCE OF 22.45 FEET; THENCE RUN N.0410'05'W. FOR A DISTANCE OF 110.93 FEET; THENCE RUN N.13'34'42'W. FOR A DISTANCE OF 217.84 FEET; THENCE RUN N.21'39'08"W. FOR A /? 00 DISTANCE OF 156.78 FEET TO THE POINT OF BEGINNING. CONTAINING 2.335 ACRES, L1 V'1Q MORE OR LESS. 25 SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE MOST NORTHERLY LINE OF LOT 24, ACCOR"G TO -THE PLAT OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21, AT:P.AGES.44 TW,GH 106 OF THE PUBLIC RECORDES OF COWER COUNTY, FLORIDA AS BdWNAZ08" HOLE MONTES, INC. CERTIFIC TE OF AUTHORIZATION NUMBER LB 1772 NOT A SURVEY # BY 40440^ P.S.M. 05628 = THOMAS U.` kftW STATE OF FLORIDA 950 Encore Way NOT VALID NIHOUI PROXCT NO. Naples, FL. 34110 Tw 31mm me•' " 87.024 Phone: (239) 254-2000 RAW THE LfLOWA SKETCH AND LEGAL DESCRIPTION Florida Certificate of � UCOISm SIIRrM REFERENCE NO. Authorization No.1772 AND yApp�, P21-COE cJM7 N a O GRAPHIC SCALE 100 O 50 100 NOW —AM M BLOCK F ( IN FEET ) g 1 inch = 100 ft. C135 A C GROVEIAN 60.93' _ F-31 m F-30 N mN 301E r° `_ G1 Ca 0111117-pr.'.11111t.707 7R■r-NN111 illil MENM © K777R � 7r-,M EMEA0111111 MrVKaYFAM itTV70 OEM= 111110MMVrrTl1a1111IFT-r-1• Er4t7rTTAU�'F�37 ©� �LZ*•YF� RRZTLl�� ■!i7F'•3�i>i>• 7 Elam Rtil•'IGSmEF;r,7 iRI Fr".. m■—W711RT>tilliwrlv.m ®RfTl:'7�i>imffnr.> llr_rT;rinwwiFTIZE ®■7r m �'�x'7�'Y!Sz'��F7��rTiC!ST�tF1F€� Rif'>["i RRi[�3YS� if•TI�T>• �f R�� iR7R3• � Rti�^i �LTi�T'Si t3Ri� ■![�3FIY','■ tf Rim � RtT:*11;'Si RRZiCi>t*Ti RRFF�T[y� ■'.7 i>:T.•I�ia 111KEM ff-7Pr,.-M 11110TIM11111111 qM llIrrnFM n.11111 ®R�'TG'TI• 007;T1?IIIIIIII N W-TG*S•0 F r=i P " 0 F IRG111111 RRiZTiYf.R1 �'! R�T3T'�?'>T� Ri1�TT1• OKEME 'T•RR11177qF off 17 [i<IIIIIIII ■F FI1 W7.1—rT•RR1 '. RRiE'.•p-m mrmrlrrvlWIIIII mrTm LEGEND P.O.B. PONT OF BEGINNING EC-TNM-RGE: 8-48-26 DRAM BY. P�3/97, JLR / AK 1 i RMED BY' TMM B-5697 TRACT GC-13 u7 �►- 0 Q Q 4a Obi` u2, �F Uk 1494.44' SOUTH UNE SECTION 8, 46 SOUTH, RANGE 26 EAST S 8939'38" E 2645.60' TRACT X, GUAIL WEST UNIT ONE P.B. 18 PGS. 7"3 950 Encore Way Naples, FL 34110 Phone (239) 254-2000 Florida Certificate of Authorization No.1772 * NOT A SURVEY NOT Vmm WITIBIT T w 3i611ATlw AND THE Ono" RAISED SIX OF A FIARDA LICENSED SWINE AND YAPPER. TRACT P-26 F20'B*M.F- LEGAL DESCRIPTION: ALL OF TRACT P-24 OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21, AT PAGES 84 THROUGH 106, AND A PORTION OF LOTS 30. 31 AND 32 OF QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 22. AT PAGES 34 AND 35 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, BEING �N MORE PARTICULARLY DESCRIBED AS FOLLOWS: OEM AT THE SOUTHEASTERLY CORNER OF TRACT P-24 OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21. AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA; THENCE RUN N.78'25'59"W. ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT P-24, FOR A DISTANCE OF 244.98 FEET; THENCE RUN S.86-51'20"W. ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT P-24, FOR A DISTANCE OF 120.37 FEET. THENCE RUN N.00'51'04'E. ALONG THE WESTERLY LINE OF SAID TRACT P-24, FOR A DISTANCE OF 24.03 FEET TO THE NORTHWEST CORNER OF SAID TRACT P-24 AND A POINT ON THE SOUTH LINE OF LOT 30, BLOCK F. OF QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 22, AT PAGES 34 AND 35 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA; THENCE CONTINUE N.00'51'04"E. FOR A DISTANCE OF 45.00 FEET; THENCE RUN N.90'00'00"E. FOR A DISTANCE OF 34.17 FEET TO A POINT ON A TANGENTIAL CIRCULAR CURVE CONCAVE NORTHERLY; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 850.00 FEET, THROUGH A CENTRAL ANGLE OF 13'26'31% SUBTENDED BY A CHORD OF 198.96 FEET AT A BEARING OF N.83'16'44"E., FOR A DISTANCE OF 199.42 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 6437'47", SUBTENDED BY A CHORD OF 101.57 FEET AT A BEARING OF S.71 107'38"E., FOR A DISTANCE OF 107.16 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY, THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 855.00 FEET, THROUGH A CENTRAL ANGLE OF 08'54'06", SUBTENDED BY A CHORD OF 132.70 FEET AT A BEARING OF S.43'15'47"E.. FOR A DISTANCE OF 132.84 FEET TO THE END OF SAID CURVE; THENCE RUN S.42'1710"W. FOR A DISTANCE OF 20.00 FEET; THENCE RUN N.78-25'59-W. FOR A DISTANCE OF 47.15 FEET TO THE POINT OF BEGINNING. CONTAINING 0.766 ACRE, MORE OR LESS. SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF LOT 30, BLOCK F OF QUAIL WEST UNIT ONE, REPLAT BLOCKS E AND F FIRST ADDITION ACCORDING TO THE,.PLAT THEREOF AS RECORDED IN PLAT BOOK 22 AT PAGES 34,AN6' 55 OF THE PUIl*C RECORDS OF COWER COUNTY, FLORID& AS `BEING 14,00,,W�-00't HOLE MONTM- Ibis' CERTIFICATION- OF AUTHORIZATION LB /1772 BY * ` (Iff, P.S.M. #5828 THM. MU , Y_ STATE OF FLORIDA 87.024 SKETCH AND-LCGAL' DESCRIPTION P24-CO= 0 t N GRAPHIC SCALE 60 O 30 60 ( IN FEET ) CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH Cl 640.00' 18'14'49" 202.96' N 34'07'58" W 203.82' C2 640.00' 2'S6'S9" 32.95' S 23'32'04" E 32.95' 1 inch = 80 it. 20' S.P.E. / vn 3 A OT POC r OB �a CID TRACT P-25 -13 \ \ LEGEND POC POINT OF COMMENCEMENT \ POB POINT OF BEGINNING \ GCE GOLF COURSE EASEMENT \ DE DRAINAGE EASEMENT SPE SPECIAL PRESERVE EASEMENT SEC-T%W-RGE: 8-48-26 DRAWN BY: DATE TF 1 10/04 CHECKED BY. DRVANG NO. Tmm A B-5699 ' su�r�iaa "L15 L16 L17 L18 19 L2 I0 N I LINE TABLE LINE DIRECTION DISTANCE L1 N 52'23'50" E 16.60' L2 S 09'26'04" E 64.88' L3 S 27'32'49" E 9.36' L4 S 22'48'51" E 10.23' L5 S 15'37'58" E 18.32' L6 S 09'19'39" E 22.95' L7 S 07*15'27" E 12.32' L8 S 04'43'01" E 11.66' L9 S 04'00'42" W 12.04' L1 11'46'49" W 15.95' r `` Ll l I [` ,09'41 " W 7.92' L Sbw. � ;'l y_ W 8.90' -� L1 Ve .�,._,$ Qef2le 2.58' L1 . 25'3�m 13.52' L1 §` 08' W ,,64wj " 11.13' L1 S 07 `' 8.82' L1 7 "03'13'33 E1: °E 10.03' L1 10'24'43 W � > 12.41' i Ll 9 23'06'39 Wl r ; 11.30' L " 22*11'26 Wl 4.72' ` 07'42'08 ti f 55.69' ' 22 ` 6903'57 /W a /' 29.35' L2 4,09'26'0 { 17.66' 1-24 '`3 0916 D6' '` 46.97' ^5 W 41.14' L26 44'23" E 66.28' Lam' - `07'42'08" E 27.96' L28 N 00'00'00" W 40.34' 7 12' D.E. 950 Encore way Napla, FL 34110 f'ho= (239) M-2000 Florida CerNflcaf• of AuNwbdon NoA M NOT A SURVEY NOr V" wnwff W SIMIURE AND THE OAI6NIA1. am SEAL OF A FLOW UCOM SURVEYOR AND YARER. A PARCEL OF LAND LOCATED IN A PORTION OF TRACTS P-25 AND GC-12 QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF TRACT P-25 OF QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N.52'23'50"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-25 FOR A DISTANCE OF 16.60 FEET, TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE N.52'23'50"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-25 FOR A DISTANCE OF 160.42 FEET; THENCE RUN S.09'26'04"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-25 FOR A DISTANCE OF 64.88 FEET; THENCE RUN S.27'32'49"E., FOR A DISTANCE OF 9.36 FEET; THENCE RUN S.22'48'51"E., FOR A DISTANCE OF 10.23 FEET; THENCE RUN S.15'37'58"E., FOR A DISTANCE OF 18.32 FEET; THENCE RUN S.09'19'39"E., FOR A DISTANCE OF 22.95 FEET; THENCE RUN S.07'15'27"E., FOR A DISTANCE OF 12.32 FEET; THENCE RUN S.04-43'01"E., FOR A DISTANCE OF 11.66 FEET; THENCE RUN S.04'00'42"W., FOR A DISTANCE OF 12.04 FEET; THENCE RUN S.11'46'49"W., FOR A DISTANCE OF 15.95 FEET; THENCE RUN S.16'19'41 "W., FOR A DISTANCE OF 7.92 FEET; THENCE RUN S.06'12'14"W., FOR A DISTANCE OF 8.90 FEET; THENCE RUN S.06'12'14"W., FOR A DISTANCE OF 2.58 FEET; THENCE RUN S.25'36'16"W., FOR A DISTANCE OF 13.52 FEET; THENCE RUN S.08'28'04"W., FOR A DISTANCE OF 11.13 FEET; THENCE RUN S.02'48'07"W., FOR A DISTANCE OF 8.82 FEET; THENCE RUN S.03'13'33"E., FOR A DISTANCE OF 10.03 FEET; THENCE RUN S.10'24'43"W., FOR A DISTANCE OF 12.41 FEET; THENCE RUN S.23'06'39"W., FOR A DISTANCE OF 11.30 FEET; THENCE RUN S.22'11'26"W., FOR A DISTANCE OF 4.72 FEET TO A POINT ON THE BOUNDARY LINE OF SAID TRACT P-25; THENCE RUN S.07'42'08"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-25 FOR A DISTANCE OF 55.69 FEET; THENCE RUN N.69'03'57"W., ALONG THE BOUNDARY LINE OF SAID TRACT P-25 FOR A DISTANCE OF 29.35 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.46'44'38"E., A DISTANCE OF 640.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT AND ALONG THE BOUNDARY LINE OF SAID TRACT P-25, HAVING A RADIUS OF 640.00 FEET, THROUGH A CENTRAL ANGLE OF 18'14'49", SUBTENDED BY A CHORD OF 202.96 FEET AT A BEARING OF N.34'07'58"W., FOR A DISTANCE OF 203.82 FEET TO THE END OF SAID CURVE; THENCE RUN N.00'00'00"W., FOR A.,DISTANCE °OE 40.34 FEET, TO THE POINT OF BEGINNING;, CONTAINING•0!6'73 �A nJ ,. ,)49OR ',,OR LESS. THIS PROPER�T-Y'AS ',94 CGT'TbEASEMEOS,- RESERVATIONS, OR RESTRICTIONS OF RECORD. THE BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF TRACT P-25, QUAIL WEST UNIT ONE, REPLAT, ,ACCORDING TO -THE PLAT THEREOF AS RECORDED IN PLAT [BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF CaL'LIER COUNTY, FL'ORIDA, AS BEING�N.52'23'50"E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATIQN�h �K1`2�" '"" BY Z00 mIctal- P.S.M. #5628 THOMAS M. MURPIlY STATE OF FLORIDA SKETCH AND LEGAL DESCRIPTION 87'024 P25-COE LA -A V__4 N 6 Cs.. rn Q1 M O GRAPHIC SCALE CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 655.00' 04'23'31" 50.20' S 50-55'42" E 50.21' LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT P-26, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHERLY CORNER OF TRACT P-26, QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORDIDA; THENCE RUN S.48'43'56"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 4.49 FEET, TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE S.48'43'54"E., ALONG THE BOUNDARY OF SAID TRACT P-26 FOR A DISTANCE OF 119.48 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT AND ALONG THE BOUNDARY LINE OF SAID TRACT P-26, HAVING A RADIUS OF 655.00 FEET, THROUGH A CENTRAL ANGLE OF 04'23'31", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARING OF S.50-55'42"E., FOR A DISTANCE OF 50.21 FEET TO THE END OF SAID CURVE; THENCE RUN S.32'04'18"W., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 17.68 FEET; THENCE RUN S.83'39'00"W., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 84.50 FEET; THENCE RUN N.84'31'11 "W., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 134.61 FEET; THENCE RUN TRACT N.22'47'29"W., ALONG THE BOUNDARY LINE OF SAID TRACT F-1 P-26 FOR A DISTANCE OF 12.01 FEET; THENCE RUN N.41'16'04"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 144.41 FEET; THENCE RUN N.73'59'23"E., ALONG THE BOUNDARY LINE OF SAID TRACT P-26 FOR A DISTANCE OF 8.31 FEET, TO THE POINT OF BEGINNING: CONTAINING 0.393 ACRE, MORE OR LESS. -._ ^r* THIS PROPERTY IS SUBJECT TQ1 EASEMENTS, RESERVATIONS, OR RESTRICTIONS OF RECDRL � BEARINGS SHOWN HEREON' REYER TO THE NORTHWEST LINE 20' B.M.E. I OF TRACT P.-4,#,'(5j7AIL' WEST UNIT ONE, REPLAT, ACCOFDING`YO THE PLAT THEREOF AS RECORDED IN PLAT — — — — — ---I BOOK 7.1 AT PAGES N4 THROUGH 1 Q6 OP.1HE PUBLIC LEGEND �- �E>ROFyQ�t{ER�(lUF�N1Y FLTORIDA AS BEING POC POINT OF COMMENCEMENT TRACT-X 50 FOOT ROAD RESERVATION Y HOLE MONTES; IN POB POINT OF BEGINNING CERTIFJGATE� ,AUTHORIYT) BME BUFFER MAINTENANCE EASEMENT S. LINE SEC 8-48-26 S 89*59'38' EE S 1/4 COR' -BY ',~ P.S.M. #5628 SPE SPECIAL PRESERVE EASEMENT NOT A SURVEY SEC 8-48-26 YHOMAS M. MUR HY STATE OF FLORIDA SEC-TM-RGE: 8-48-28 950 Encore Way NOT VALID WMIDtR PROJECT NO. ORAYM Naples, FL 34110 THE SMTOIE ANO 024 TF ' DATE ,o/os Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION 87' SIX OF A ILIDW IMMED BY- JORAVAING NO. Florida Certificate of TMM 8-5695 EICCIFfRS'M11ERS'SOIm Authorizatlon No.1772 AN MAPPOL P26-COE LINE TABLE LINE DIRECTION DISTANCE L1 S 48'43'56" E 4.49' L2 S 48'43'56" E 119.48' L3 S 32*04'18" W 17.68' L4 S 83'39'00" W 84.50' L5 N 84*31'11" W 134.61' L6 N 22'47'29" W 12.01' L7 N 41 *16'04" E 144.41' L8 N 73'59'23" E 8.31' L9 N 41 *16'04" E 6.99' TRACT i.::-13 ..... .... •RE.1I ;,.T ... .... , . 21 A{-106 %JO V--4 �a N IN PAW m GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. 7,8-48-26 JLR / TF Tmm 1 B-5696 TRACT P-10 CARVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C15 600.00 N'06 4S 600.83' 34'4 W 615.93' C25 800.00' 32T12'J 701.94' 720.0 C26 800.00 222431 370.89 '4 ' W 312.88' C28 21 OW '51 714.53' 71 41' C7 770.00' 18'1830 245.00 41Y 246.05' 7 1 '40'30 210.00 • IN 1 • C78 830.00' 6J0. 11'21 46 164.34' IRA R ' 25.00 66'Je sl 3,. 1' 1' 03'5126 136.32 • 12025.00 aC7 00.4844 2a71 N '1 W a71 1 BASS S 3S' 24 E SS • OS'J1 26• 60.00 S 4.'2*a 4 W 60.0J 950 Encore way Naples. FL 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 • NOT A SUR NOT YALD Vd11DUF THE SNiNAM AND THE 0111" AI RAISED SEAL OF A FLOW LICOISED SURVEYOR AID YAPPER. LEGAL DESCRIPTION A PORTION OF LOTS 20, 21, 22. AND 23, QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 23. QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.66'52'35"E. ALONG THE NORTHERLY LINE OF SAID LOT 23 FOR A DISTANCE OF 221.32 FEET; THENCE RUN S.72'21'37"E. FOR A DISTANCE OF 68.33 FEET; THENCE RUN S.77.09'45"E. FOR A DISTANCE OF 57.79 FEET; THENCE RUN N.71'26'37"E. FOR A DISTANCE OF 68.13 FEET; THENCE RUN N.54'14'10"E. FOR A DISTANCE OF 133.88 FEET; THENCE RUN N.61'43'28"E. FOR A DISTANCE OF 68.22 FEET; THENCE RUN N.79'51'37"E. FOR A DISTANCE OF 44.65 FEET; THENCE RUN N.70'34'13"E. FOR A DISTANCE OF 85.78 FEET; THENCE RUN N.47'04'14"E. FOR A DISTANCE OF 18.42 FEET; THENCE RUN S.16'11'33"E. FOR A DISTANCE OF 20.25 FEET; THENCE RUN S.25'15'58"E. FOR A DISTANCE OF 39.04 FEET; THENCE RUN S.47'52'40"E. FOR A DISTANCE OF 10.27 FEET; THENCE RUN S.60'58'50"E. FOR A DISTANCE OF 14.24 FEET; THENCE RUN S.48'42'19"W. FOR A DISTANCE OF 91.50 FEET; THENCE RUN S.57'30'49"W. FOR A DISTANCE OF 55.78 FEET; THENCE RUN S.60'46'57"W. FOR A DISTANCE OF 77.17 FEET; THENCE RUN S.69'14'42"W. FOR A DISTANCE OF 80.63 FEET; THENCE RUN N.54'14'10"E. FOR A DISTANCE OF 133.88 FEET; THENCE RUN S.60'00'00"W. FOR A DISTANCE OF 16.24 FEET, THENCE RUN N.67'28'52"W. FOR A DISTANCE OF 39.96 FEET; THENCE RUN S.72'52'13"W. FOR A DISTANCE OF 40.92 FEET, THENCE RUN S.80'01'00"W. FOR A DISTANCE OF 30.60 FEET; THENCE RUN S.65'21'13"W. FOR A DISTANCE OF 27.58 FEET; THENCE RUN S.19'48'21"W. FOR A DISTANCE OF 25.34 FEET; THENCE RUN S.54'39'38"W. FOR A DISTANCE OF 60.35 FEET; THENCE RUN S.43'10'22"W. FOR A DISTANCE OF 40.15 FEET; THENCE RUN S.69'43'17"W. FOR A DISTANCE OF 18.78 FEET; THENCE RUN N.34'26'20"W. FOR A DISTANCE OF 35.76 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2025.00 FEET, THROUGH A CENTRAL ANGLE OF 03'51'28", SUBTENDED BY A CHORD OF 136.32 FEET AT A BEARING OF N.36'22'04"W., FOR A DISTANCE OF 136.35 FEET TO THE POINT OF BEGINNING. CONTAINING 1.907 ACRES, MORE OR LESS. S TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF OP {{� • . BEANGS SHOWN' EON REFER TO THE NORTHERLY LINE OF 23 ACCOR TO THE PLAT OF QUAIL,WEST UNIT ONE, PLAT AS KDED IM PLAT'BOOK 21 AT PAGES 84 THROUGHy fd6 ,DF THE RA S' RECORDS OF COLLIER COUNTY, FLOR�I9h, AS ING N.66*!g E. , VOLE MC)I{1�S, INC;./ CERTIf' E OF, AUTH>OATIOAflUfy18ER L8 1772 BY r_ F. SKETCH AND LEGAL DESCRIPTION P.S.M. ��yy5628 1 STATE bF FL' 87.024 SPE1-COE OR: 3979 PG: 2617 HMS HOLE, MONTES & ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS DESCRIPTION: BLKA.LEG Preserving and enhancing Florida's quality of life since 1966 HMA PROJECT # 87.24W 05/02/97 REF DWG # B-2053 PAGE 1 OF 4 A PARCEL OF LAND LOCATED IN A PORTION OF LOT 31, OF QUAIL WEST UNIT ONE, REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 AT PAGES 84 THROUGH 106, AND A PORTION OF QUAIL WEST UNIT ONE, REPLAT BLOCK A AS RECORDED IN PLAT BOOK 27 AT PAGES 10 THROUGH 12, OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: EG N AT THE NORTHEASTERLY CORNER OF LOT 31 OF QUAIL WEST UNIT ONE, REPLAT AS RECORDED IN PLAT BOOK 21, AT PAGES 84 THROUGH 106 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S. 31 001'50" W. ALONG THE EASTERLY LINE OF SAID LOT 31 FOR A DISTANCE OF 180.00 FEET; THENCE RUN N. 58°15'43" W. FOR A DISTANCE OF 10.00 FEET; THENCE RUN N. 31 001'50" E. FOR A DISTANCE OF 137.09 FEET; THENCE RUN N. 46027'53" W. FOR..A p NCE OF 109.81 FEET; THENCE RUN S. 58048'13" W. FOR A DISTANCE OF 3 T� -ON N. 31°11'47" W. FOR A DISTANCE OF 5.00 FEET; THENCS. 58°48'1"`i19A DISTANCE OF 82.00 FEET; THENCE RUN N. 31 °11'4T 1: FdR A DISTANCE OFF' :50' FEET; THENCE RUN N. 58048'13" E. FOR A DISTANCE OF t,20.07.FEET TO A POIKrr CIRCULAR CURVE CONCAVE EASTERLY, WHOSERDiISOINT"Brfl, 61 °f0N`A S8'E. A DISTANCE OF 285.00 FEET THEREFROM; THENCE RVh NORTI DIES RLY, ►LONHE' 4RC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 8 00` �� 0 I�t��NTRAL ANGLE OF 22031'29, SUBTENDED BY A CHORD OF 1 1. 2 FEET Ai) N' 17"3T17" W., FOR A DISTANCE OF 112.04 FEET * e, 4ENb,, 8Alt jRVE gSUN S. 83°3T06" W. FOR A DISTANCE OF 104 84 i�� EN6&Rbf� N' °22` " W �R A DISTANCE OF 23.00 FEET; THENCE RUN N 3" T06" E. FOR A DIST CE OF' h05,78 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE, EASTERLY, WHOW"�RAD1 ?OINT BEARS N. 88016'11" E. A DISTANCE OF 285.00 FEET THEREFROM; THENCE RUN �t�RTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAtC F RADIUS OF 285 0 Et THROUGH A CENTRAL ANGLE OF 01 °49'10", SUBTENDED BY A �#D;lJ � S T A��EARING OF N. 00°49'14" W., FOR A DISTANCE OF 9.05 FEET TO TH ENdi S-CURVE; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 104.71 FEET; THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89054'40" E. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89054'40" W. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89054'40" E. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89054*40" E. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00°05'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89054'40" W. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 0000520" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89°54'40" E. FOR A DISTANCE OF 110.00 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 112.00 FEET; THENCE RUN N. 89°54'40" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 00005'20" E. FOR A DISTANCE OF 23.00 FEET; THENCE RUN S. 89°54'40" E. FOR A DISTANCE OF 133.46 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N. 89042'06" W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01 °03'35", SUBTENDED BY A CHORD OF 114.50 FEET AT A BEARING OF N. 00°13'53" W., FOR A DISTANCE OF 114.51 FEET TO THE END OF SAID CURVE; THENCE RUN S. 89°07'39" W. FOR A DISTANCE OF 109.99 FEET; THENCE RUN N. 00052'04" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 89°07'39" E. FOR A DISTANCE OF 10550 ABERNATHY STREET BONITA SPRINGS, FLORIDA 34135 941-992-0795 FAX 941-992-2327 BLKALEG.DOC OR: 3979 PG: 2618 HMA PROJECT # 87.24W 05/02/97 REF DWG # B-2053 PAGE 2 OF 4 109.99 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 89001'33" W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01 °04'03", SUBTENDED BY A CHORD OF 115.35 FEET AT A BEARING OF N. 01 °30'28" W., FOR A DISTANCE OF 115.35 FEET TO THE END OF SAID CURVE; THENCE RUN S. 87051'17" W. FOR A DISTANCE OF 133.50 FEET; THENCE RUN N. 02008'53" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 87'51'1T E. FOR A DISTANCE OF 133.50 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 87°44'44" W. A DISTANCE OF 6191.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 01 °04'03", SUBTENDED BY A CHORD OF 115.35 FEET AT A BEARING OF N. 02°4T1 T' W., FOR A DISTANCE OF 115.35 FEET TO THE END OF SAID.,CURVE; THENCE RUN S. 86034'00" W. FOR A DISTANCE OF 110.00 FEET; THE -RR N(N{fU ,5'42" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 86°34'00' EF„ AS r 110.00 FEET TO A POINT ON A CIRCULAR CURVE CdZ` � WESTERLY,��t RADIUS POINT BEARS S. 86027'55" W. A DISTANCE OF=il*A8 FEET THEREFROM HENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE"LEFT.-HAV G A IU OF 6191.58 FEET, THROUGH A CENTRAL ANGLE OF 00°26'65", SUS' EM1 DED,BY A C:H RD O ,46.98 FEET AT A BEARING OF N. 03°45'OT W., FOR A DIST/ NCE:f °4f. T �A, T, REVERSE CURVE, CONCAVE EASTERLY; THENCE `UII N 2TH R Y, 0 ARC1OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 11;b.0 FE T! THRO,' U0 f A 6,NoTRA►L ANGLE OF 23°02'25", SUBTENDED BY A CHORD OF, A NG d -N d 633'02" E., FOR A DISTANCE OF 44.23 FEET TO THE END OP 41D CURVE; THEN RUNT N. fi 4'33" E. FOR A DISTANCE OF 83.00 FEET; THENCE RUNS *47'02" W. FOR A ANCEQF`A63.35 FEET; THENCE RUN N. 20°12'58" W. FOR A DIS dE OF 23.00 FEET; i IENCE'RUN N. 69°4T02" E. FOR A DISTANCE OF 174.64 FE D,'T POINT ON A CIRCLft 4 'CURVE CONCAVE SOUTHWESTERLY, WHOSE RADIU OfiI�fT EARS ,-81,, S " W. A DISTANCE OF 190.00 FEET THEREFROM; THENCE RUN NORM R 'Y., ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 190.00 FEET,"OIJGH A CENTRAL ANGLE OF 49025'47", SUBTENDED BY A CHORD OF 158.88 FEET AT A BEARING OF N. 22°38'48" W., FOR A DISTANCE OF 163.92 FEET TO THE END OF SAID CURVE; THENCE RUN S. 3701 T10" W. FOR A DISTANCE OF 119.17 FEET; THENCE RUN N. 52042'50" W. FOR A DISTANCE OF 23.00 FEET; THENCE RUN N. 37'1T10" E. FOR A DISTANCE OF 119.93 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S. 35041'40" W. A DISTANCE OF 190.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 51-01'46", SUBTENDED BY A CHORD OF 163.68 FEET AT A BEARING OF N. 79049'13" W., FOR A DISTANCE OF 169.22 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 82051'25" W. A DISTANCE OF 6011.58 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 6011.58 FEET, THROUGH A CENTRAL ANGLE OF 00020'11 ", SUBTENDED BY A CHORD OF 35.29 FEET AT A BEARING OF N. 07018'40" W., FOR A DISTANCE OF 35.29 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S. 14°04'50" E. A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 04028'58", SUBTENDED BY A CHORD OF 17.60 FEET AT A BEARING OF N. 78009'39" E., FOR A DISTANCE OF 17.60 FEET TO THE END OF SAID CURVE; THENCE RUN N. 09018'16" E. FOR A DISTANCE OF 2.00 FEET; THENCE RUN N. 76656'57" E. FOR A DISTANCE OF 80.54 FEET; THENCE RUN S. 75036*000 E. FOR A DISTANCE OF 71.54 FEET TO A POINT ON THE NORTHERLY LINE OF QUAIL WEST UNIT ONE, REPLAT BLOCK A AS RECORDED IN PLAT BOOK 27 AT PAGES 10 THROUGH 12 OF THE .1:11_,___ i • OR; 3979 PG; 2619 HMA PROJECT # 87.24W 05/02/97 REF DWG # B-2053 PAGE 3 OF 4 PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S. 72°40'19" E. ALONG THE NORTHERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 40.86 FEET; THENCE RUN S. 47°59'20" E. ALONG THE NORTHERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 77.87 FEET; THENCE RUN S. 26036'00" E. ALONG THE EASTERLY LINE OF SAID BLOCK A REPLAT FOR A DISTANCE OF 58.47 FEET; THENCE RUN S. 17056'00" E. ALONG THE EASTERLY LINE OF SAID BLOCK A FOR A DISTANCE OF 38.88 FEET; THENCE RUN S. 00°5123" E. ALONG THE EASTERLY LINE OF FOR A DISTANCE OF 25.97 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S. 79°42'12" W. A DISTANCE OF 250.00 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE EASTERLY LINE OF SAID BLOCK A REPLAT AND ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 35.33'58 SUBTENDED BY A CHORD OF 152.71 FEET AT A BEARING OF S. 07°29'11" W., FOR A DISTANCE OF 155.19 FEET TO -A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SO"1,4LONG THE EASTERLY LINE OF SAID BLOCK A REPLAT AND ALONG THF-A d -- l T THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ►lr S"llIENDED BY A CHORD OF 25.24 FEET AT A BEARING OF S 1 i000" W., FORA DISTCEF 25.52 FEET TO A POINT OF REVERSE CURVE;"Cowi"AVE"WESTERLY�THEN4 RUN SOUTHERLY, ALONG THE EASTERLY LINE OF SAID BLACK A R&tAT. AND,4L6NO THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS Of 6251.",FEE*;, IN€NTRAL"'ANGLE OF 04°03'30", SUBTENDED BY A CHORD F 4t 71T'f+l AEEA S.01°66'25" E., FOR A DISTANCE OF 442.81 FEET O THE EN0 00 SAID t Ekk �H N�E FAUN S. 00°05'20" W. ALONG THE EASTERLY LIN �, L.ARLAT ,RA �� DANCE OF 34.14 FEET; THENCE RUN N. 89054'40" W. Fbk A DISTANCE OF 3`?a4 FEET- T CE RUN S. 07032'33" W. FOR A DIST F 16.24 FEET; THE E f#UN I` *01-50" W. a FOR A DISTANCE OF 67.21 FE ENCE RUN S. 02°4ft'40' �IN'FO,R A DISTANCE OF 47.00 FEET; THENCE RUN S. 02 ' 9' ,E. FOR A DISTANCE F .25 FEET; THENCE RUN S. 01 °30'48" W. FOR A DIST ID 2"6 FEET;-T1 ENCE'RUN S. 29°33'41" E. FOR A DISTANCE OF 7.40 FEET; THENCE N d . 2 �;5". FOR A DISTANCE OF 23.08 FEET; THENCE RUN S. 00'33'51" E.fi��A10E OF 45.17 FEET; THENCE RUN S. 07059'46" W. FOR A DISTANCE OF 19.65 FEET; THENCE RUN S. 0705946" W. FOR A DISTANCE OF 91.88 FEET; THENCE RUN S. 00049'48" W. FOR A DISTANCE OF 79.25 FEET; THENCE RUN S. 02035'20" E. FOR A DISTANCE OF 107.12 FEET; THENCE RUN S. 14011'48* E. FOR A DISTANCE OF 55.51 FEET; THENCE RUN S. 00*05700 W. FOR A DISTANCE OF 55.17 FEET; THENCE RUN S. 02*11'26" E. FOR A DISTANCE OF 17.90 FEET; THENCE RUN S. 02011'26" E. FOR A DISTANCE OF 74.80 FEET; THENCE RUN S. 21 °40'44" E. FOR A DISTANCE OF 17.42 FEET; THENCE RUN S. 22027'54" E. FOR A DISTANCE OF 18.81 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N. 52°00'56" E. A DISTANCE OF 27.45 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 27.45 FEET, THROUGH A CENTRAL ANGLE OF 33°16'12", SUBTENDED BY A CHORD OF 15.72 FEET AT A BEARING OF S. 54-37-10- E., FOR A DISTANCE OF 15.94 FEET TO THE END OF SAID CURVE; THENCE RUN S. 69036'09" E. FOR A DISTANCE OF 20.01 FEET; THENCE RUN S. 68053'38" E. FOR A DISTANCE OF 2.62 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N. 50°3456" E. A DISTANCE OF 225.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 19°33'06", SUBTENDED BY A CHORD OF 76.41 FEET AT A BEARING OF S. 49°11'37" E., FOR A DISTANCE OF 76.78 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING. CONTAINING 3.2099 ACRES, MORE OR LESS. BLKALEG.DOC OR: 3979 PG: 2620 HMA PROJECT # 87.24W 05/02/97 REF DWG # B-2053 PAGE 4OF4 SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE EASTERLY LINE OF LOT 31 OF QUAIL WEST UNIT ONE, REPLAT ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 27 AT PAGES 10 THROUGH 12 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AS BEING S. 31°01-50" W. HOLE, MONTES AND ASSOCIATES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 BY BLKALEG.DOC L2 N39 47'20'W 77.1r L3 0,2696'00'W W.471 L4 N1719.00'W 38.88' 1 r Le14 L7 SOW40'E 3.24' LS NOr3r33 E 10.24' L9 NOTDt•80'E 67.21' 10 47. L12 N0190'48'E 25.36' L13 N29'33'411P 7.40' L14 N2176's01P U.N. I t'w 45.lr L17 N0779'48i 91.88• LIS NOO49'46T 79.25' US 1102'38.20•w 107.Ir 1.201 4 1' 1' L22 NO2,I'28'w 17.90• L23 NM Or11 74.80' L24 N21*044'W 17.4r Him 'w 1 I' 128 41 L27 NGM41'W Lor 1.28 N31V1•S0% 180.00` L29 9s8,8.43"E 10.00' S311011501IN 1 7. L32 Nsr46'131 SL3J L33 93111'47i Lw L34 Ns8'48'13'E 1,L00' ml 11111'48J.77 1 L37 N977'o9Y' 104AW US 10r541t 2300' US SLr37'09'W 100.76' DUAL WEST UNIT ONE. REPUT PLAT WOK 2% PARES 81d01 // TRACT P•11 uuAL WEST uw;As ic•foti AT 60OK L SOUTH UNE OF I swrwoST 1/4F 9EC„ON 7-46s; dY �, NTERSTATE HIgIW/4`V L41 389-W40-E I wl L42 s00VS'20'w 23.00' L43 molls"" 133.901 LM molw20'w 112.00' n L44 100V6 w 00 L47 m"'W4011, 110.00' L46 3DOL6'20'W 11L00• L42 serw40'E 133.00' 20'W 00' L32 SWW20'w 1IL00• L53 SW54.40'E 110.00' L54 1100V812010, 23.00' N Ilaw L07 389b4'40"t I33.S0' LSS SOOM'2O`W 23A0' L99 LBO N8934'40'11 NOR r3ffV 133.46' 1011.106' L42 SWVr3S'W IN.". W 119711/71 13&W 1.64 307061 t 23.110' 1't 00 1 L47 10375'42'E 2&W L88 586'34'00'W 110.00' US 91674'33'W 610V' 00 4T 1 L72 8MY7V2'W 17W L73 N37,rin IILIr U4 86r4rW E 23.00' L77 wyle s767S'9711! SO.S4' DUAL WEST L NT ONE. REPEAT PLAT WON 2% PARES 64.105 C2 50.00 x^23.32 27.24 *0'3@Vft --29,620' 62 ° µ' 04'01" 04 27 4S• 115.7' 14 331 5 ,1/ C7 286.00' 9 .,xF9. • -WWltyT � 01�W CS 9191.09' 111.6t"t 114A0' �� C9 6191.s8' 11s.3S• '`41,5.]6' 90170'2ME Of9:`6S`- 1 1 11 11 4 1 1 Cl2 110.D0' 44.23' 4&,w s0733'02=w- Vi>25� C13 190.00' 163.92' IS8.S8' 52r3r48i 4025•47' C14 190.W 149" 163.68' 57tWIS'E SIVI'48' 1 4t 1 ' 1 1 1, ' Z TRACT 9C3 1 f /7 4 1 L L T T 4 N A WASE MIWAST CORNM OF GRAPHIC SCALE L22 8 SECT. 7. T. N S.. R. 21 L 200 O 100 200 „ 0 C C6 �/ I � ( OF FELT ) � I gel CID)OP�� .AT ACT A SOUTH lA4E OF YK O4 90UTIEAST 1/4 OF i SfG 7. T: b A. R. 29E. NOT VALID WITIfIDUT AND THE SIGNATURE AND LFULMAKK� THE ORIGINAL RAISE[ HOLE MONTES & ASSOCIATES SEAL OF A FLORIDA EN MEERS / PLANNERS / SURVEYORS LICENSED SURVEYOR 10000 AWINAW SWAEr AND MAPPER. sw9U1 3PIW103. rdmm 3" (ON) Sa_G 3 :TCH OF A LEGAL DESCRIPTION OF A CONSERVATION AREA EAST HALF OF SECTION 7 OPA9N BY: TOWNSHIP 48 SOUTH, RANGE 26 EAST ORP QUAIL WEST UNIT i REPLAY . SAS LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING am"Im DATE NEVISIM 97 IECIM 7 PRUCT No. 48 87.24W 26 lagglW- QW-BLK-A 8-2053 6 Gil M NGRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. W n' W $n n� i y� 'N . TRACT L-1 TRACT F A - e21 T39' R - 50.00' 04'37'00' CB S44'45'43'E R 3850.DO CH 65,80' L - 310.22' CB S83'36'DIE CH - 310.13' LESS AND EXCEPT A - 01'30'40' R - 2490.00' L - 65.67' CB - S0422'14'E CH - 65.67' LESS ANq EXCEPT '., {£ N84ro5'00•W T ; OC A 0612'35' R 575.00' Ai 17 27' 43 5 50715 tPOB s t =. L - 62.32' R f 5.10 CB - S8711'18'E L p CH 62.29• CB r�6g�1•1 17'W I CH Yss' g BLOCK 1 -- pNDV1EW CIRCLE - - LEGEND POC POINT OF COMMENCE POB POINT OF BEGINNING __. 5-48-26 ZDATE JLR / TF 5/97 / 10/05 DRAWING NO. TMM B-5713 om'ft='IM 950 Encore way Naples/ FL 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 s NOT A SURI NOT VALD NIHOIR THE SIGNATURE AND THE ORNMAL RAISED SEAL OF A FLONM LICDW SURY M LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED N A PORTION OF TRACT GC-17 OF QUAIL NEST, PHASE N. UNIT. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE FABLE RECORDS OF LEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEASTERLY CORNER OF LOT J27, BLOCK 1, OF QUAIL NEST, PHASE N, UNIT 1. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO( SC PAGES 69-81. OF LEE COUNTY. FLORIDA; THENCE RUN &7825'33'W. ALONG THE NORTHERLY LINE OF SAID LOT J27 FOR A DISTANCE OF 31.96 FEET; TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE 5.78'25'33'W. ALONG SAID LOT J27 FOR A DISTANCE OF 43.55 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERN, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 525.00 FEET, THROUGH A CENTRAL ANGLE OF 17729'27% SUBTENDED BY A CHORD OF 159.65 FEET AT A BEARING OF 5.8710'17'W.. FOR A DISTANCE OF IGM27 FEET TO THE END OF SAID CURVE; THENCE RUN N.84TI5'00'W. FOR A DISTANCE OF 35.67 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 575.00 FEET. THROUGH A CENTRAL ANGLE OF 0812'35', SUBTENDED BY A CHORD OF 62.29 FEET AT A BEARING OF N.8711'18'W., FOR A DISTANCE OF 62.32 FEET TO THE END OF SAID CURVE; THENCE RUN N.202427W. FOR A DISTANCE OF 20.17 FEET; THENCE RUN N.6356'43 E. FOR A DISTANCE OF 40.76 FEET, THENCE RUN N.53MS23-C FOR A DISTANCE OF 50.25 FEET; THENCE RUN N.3059'18'E. FOR A DISTANCE OF 40.94 FEET; THENCE RUN N.012717'W. FOR A DISTANCE OF 30.96 FEET: THENCE RUN N.4020'36'W. FOR A DISTANCE OF 42.48 FEET; THENCE RUN N.0528'15'E. FOR A DISTANCE OF 23.96 FEET; THENCE RUN N.09'3741'E. FOR A DISTANCE OF 51.11 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.08'42'27'E A DISTANCE OF 3850.00 FEET THEREFROM; THENCE RUN EASTERLY. ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3850.00 FEET, THROUGH A CENTRAL ANGLE OF 04'3700', SUBTENDED BY A CHORD OF 310.13 FEET AT A BEARING OF S.83'36'03'E., FOR A DISTANCE OF 310.22 FEET TO A POINT OF REVERSE CURVE. CONCAVE SOUTHWESTERLY; THENCE RUN EASTERLY,. ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 821739', SUBTENDED BY A CHORD OF 65.80 FEET AT A BEARING OF 5.44'45'43'E, FOR A DISTANCE OF 71.82 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY, THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT. HAVING A RADIUS OF 2490.00 FEET, THROUGH A CENTRAL ANGLE OF 01'30'40', SUBTENDED BY A CHORD OF 65.67 FEET AT A BEARING OF S.0422'14'E.• FOR A DISTANCE OF 65.67 FEET TO THE END OF SAID CURVE; THENCE RUN S.56'38'24'W. FOR A DISTANCE OF 5.34 FEET; THENCE RUN N.7412'34'W. FOR A DISTANCE OF 46.03 FEET; THENCE RUN S.70.35'44'W. FOR A DISTANCE OF 23.34 FEET; THENCE RUN N.8453'00'W. FOR A DISTANCE OF 3158 FEET; THENCE RUN S.8225'53'W. FOR A DISTANCE OF 46.18 FEET, THENCE RUN S.0120'31'E. FOR A DISTANCE OF 43.61 FEET; THENCE RUN S.2928'25'E. FOR A DISTANCE OF 32.69 FEET; THENCE RUN S.0716'53'W. FOR A DISTANCE OF 9.52 FEET TO THE POINT OF BEGINNING. CONTAINING 1.555 ACRES, MORE OR LESS. LESS AND EXCEPT A PARCEL OF LAND LOCATED IN A PORTION OF TRACT OC-17 OF QUAIL WEST. PHASE II, UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEASTERLY CORNER OF LOT J27. BLOCK 1, OF QUAIL WEST, PHASE N, UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED N PLAT BOOK 56 PAGES 69 THROUGH 81. OF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA. THENCE RUN S.7825'33'W. ALONG THE NORTHERLY LINE OF SAID LOT J27, FOR A DISTANCE OF 31.96 FEET; THENCE RUN N.60'50'14'W. FOR A DISTANCE OF 103.2E FEET TO THE POINT OF BE9WHMG OF THE PARCEL OF LAND HEREN DESCRIBED; THENCE RUN S.5930'57'W. FOR A DISTANCE OF 31.68 FEET; THENCE RUN N.811N'28'W. FOR A DISTANCE OF 46.94 FEET; THENCE RUN N.3952.40'W. FOR A DISTANCE OF 34.82 FEET; THENCE RUN N.1753*05*F- FOR A DISTANCE OF 53.05 FEET; THENCE RUN S.81'41'25'E. FOR A DISTANCE OF 49.64 FEET; THENCE RUN 5.70M'46'E. FOR A DISTANCE OF 34.62 FEET; THENCE RUN S.17'4423'£. FOR A DISTANCE OF 23.12 FEET; THENCE RUN S.1813'02'W. FORA DISTANCE OF 28.97 FEET TO THE FONT OF BEGINNING CONTAINING 0.150 AM MM"Ij*2M , "PROPERTY AREA. .'- 4Ess. SUBJECT TO V fAiiy RESERVATIONSOR RESTRICTIONS OF RECORD. BEARINGS REFER TO THE NORTHERLY LINE OF LOT J27. BLOCK 1. OF WAIL WEST, PHASE N. UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED N PLAT BOdUK 56. PAGES 69-81, OF THE PUBLIC RECORDS OF LEE COUNTY. IlORICK AS, WN9 SIB*5'33/W, HOLE MONTES. NC.. 'r, • " „ CERTIFICATE OF AUTAORIZATON -MA772 P.S.M. PS130 RRY L. RI *,ER .SJAIE OF FLORIDA SKETCH AND LEGAL DESCRIPTION 87.024W ENCE NO. M1-COE M N N 6 a 471 ti M r s GRAPHIC SCALE 150 0 75 150 EEL JOEL--m ( IN FEET ) 1 inch - 150 ft. P 8 z BURNHAM R O A D S 8955'26' W 2845.38' � 5 82'06'58" W J N.R. 214.33' a J61 I,i BLOCK 4 (A Li z CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 725.00' 06'07'37' 77.49' N 12'27'59' E 77.53' C2 50.00' 73'11' 8" 59.62' N 45 59'54" E 63.87' C3 1775.00' 07'20'10" 227.1 V N 86'15'43' E 227.27' J66 N 1054'�1' W 23.05 81'41'19' W N 46.14' 88'04'17- W 40.29' 47'21'02' W 14.11' BLOCK 4 J6s N 1 x'88723114' W �11 (FUTURE DEVELOPMENT/WA W S� S 8955'48' W S. LINE S.E. 1 /4 SEC. 5-48-26 1/4 CDR. SEC. 5-48-26 UNPLATTED QUAIL WEST UNIT ONE, REPLAT P.B. 21 PGS 84-106 COWER COUNTY, FLORIDA LEGEND P08 POINT OF 13EGMIWNG __.5-48-26 DATE J-R/AK 5/97, 10/05 D IBY. DRAWING NO. TMM B-5710 ' M' S 950 Encore way Naples. FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 J57 TRACT -F POB LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-11 (GOLF COURSE/WATER MANAGEMENT) QUAIL WEST, PHASE 11. UNIT 1, ACCORDING TO THE PLAT THEREOF AS 240.57 N 8935 48 E 71.90 S 07'58'16' W RECORDED IN PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE PUBLIC RECORDS OF 44.44' LEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: S 3555'55' W 2 48.19' BEGIN AT THE SOUTHEAST CORNER OF LOT J57 BLOCK 4 OF QUAIL WEST, PHASE 11, UNIT 1. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE PUBLIC ". t.. S 36'14640' W 37 2 RECORDS OF LEE COUNTY, FLORIDA.- THENCE RUN N.89'55'48'E. FOR A DISTANCE OF 71.90 FEET; THENCE RUN S.07'58'16`W. FOR A DISTANCE OF 44.44 FEET; THENCE RUN S.3555'55'W. FOR A DISTANCE OF 48.19 S 3212'45' W 16 N 53"555z w FEET; THENCE RUN S.3614'40-W. FOR A DISTANCE OF 37.62 FEET; THENCE RUN 45.67' ""-8 S.3212'45'W. FOR A DISTANCE OF 45.67 FEET; THENCE RUN S.43'03'07'W. FOR A N 2050 0 #3'03'07' W DISTANCE OF 42.50 FEET; THENCE RUN S.39'59'37`W. FOR A DISTANCE OF 28.97 42.50' FEET; THENCE RUN S.85'43'09-W. FOR A DISTANCE OF 34.92 FEET; THENCE RUN TRACT GC-11 N.2050'30'W. FOR A DISTANCE OF 2245 FEET; THENCE RUN N.5355'52`W, FOR A ry..i91Y9'7' W (GOLF COURSE/ DISTANCE OF 30.81 FEET; THENCE RUN S.6457'19'W. FOR A DISTANCE OF 36.86 EfT++i45' 1M g WATER MANAGEMENT) FEET; THENCE RUN S.16'S8'45'W. FOR A DISTANCE OF 26.00 FEET; THENCE RUN .W S.76M4'47'W. FOR A DISTANCE OF 19.26 FEET; THENCE RUN N.8727'06'W. FOR A S 85'43 0,9 DISTANCE OF 35.80 FEET; THENCE RUN N.7119'52-W. FOR A DISTANCE OF 51.87 � 34 9 : FEET; THENCE RUN N.8823'14-W. FOR A DISTANCE OF 74.55 FEET; THENCE RUN N.12'44'23'W. FOR A DISTANCE OF 24.21 FEET, THENCE RUN N.41'44'00'W. FOR A DISTANCE OF 22-08 FEET; THENCE RUN S.8717'49'W. FOR A DISTANCE OF 62.59 FEET; THENCE RUN S.81'41'19-W. FOR A DISTANCE OF 46.14 FEET; THENCE RUN S.88ti4'17'W. FOR A DISTANCE OF 40.29 FEET; THENCE RUN N.4721'02'W. FOR A DISTANCE OF 14.11 FEET; THENCE RUN N.1054'51'W. FOR A DISTANCE OF 23.05 FEET ` TO A POINT ON A CIRCULAR CURVE CONCAVE WESTERLY, WHOSE RADIUS POINT s�� BEARS N.7428'12'W. A DISTANCE OF 725.00 FEET THEREFROM; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 725.00 FEET, THROUGH A CENTRAL ANGLE OF 05-07'37-, SUBTENDED BY A CHORD OF 77.49 FEET AT A BEARING OF N.1227'59'E., FOR A DISTANCE OF 77.53 FEET TO A POINT OF REVERSE CURVE, NCE RUNNORTHERLFEET, THERIGHT. THEASHAVING A ARLY;E ALONG THE ARC OF SAID CURVECAVE TO RADIUS OF 50.00 ]RENT) -'° THROUGH A CENTRAL ANGLE OF 7311'28', SUBTENDED BY A CHORD OF 59.62 FEET -A" AT A BEARING OF N.4559'54-E., FOR DISTAN OF 63.87 FEET TO A POINT OF 1159 00, COMPOUND CURVE, CONCAVE SOUTHERLY; THENCE RUN EASTERLY, ALONG THE ARC 2587.22' OF SAID .CURVE TO' THE RIGHT, HAYWr, /1 RADIUS OF 1775.00 FEET, THROUGH A CENTRAL ANGLE OF 0720'10'. SUb'ENDd'irY A CHORD OF 227.11 FEET AT A BEARING OF N.8815'43'L., FOR A DISIMCL OF 227.27 FEET TO THE END OF SAID CURVE; THENCE RUN.•14.89'55148'E.'FOR A OfSTANCE OF 240.57 FEET TO THE PAL OF BEGINNING. CORT'AINING-2.242 ACRES, MORE',I* LESS. SUBJECT TO EA%EMENTS, RESERVATIONS WRESTRICTIMS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOIJTA UNF'OF LOT J57 BLOCK 4 OF QUAIL WEST, PHASE N, UNIT 1. ACCORDING: M PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGES 69 THRGUOi WOF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA AS BEING 0.0955'48`E ; HOLE MONTES, INC. CERTIF1 TE OF AUTHORIZATION NUMBER LB.177?.' i 1r J ..'. ' NOT A SURVEY BY �% /Ls PS.M. 05628 THOMAS M. MURPHY, STATE OF FLORIDA NOT VALID 111111111011111' PROJECT NO. TIE MUTUK AID 87•024 THE °`� SKETCH AND LEGAL DESCRIPTION SEAL OF A REFERENCE NO. UJm SuRnm AM MAPPER. M2-COE N GRAPHIC SCALE ( IN FEET ) TRACT GC-18 J17 1 inch - 150 ft. W (GOLF COURSE/ WATER MANAGEMENT) /N / "s Z S 23 21'17" W 48.89' � A !p• 66)0�. 53.05' " k. 5 78 36 60.49' N 30.56.35" W S 86'44'19" 27.51' N 89'28'25' E 184.58' �g $ k J1 J18 TRACT NII-S S 04'25'44" W 15.78' s 95.63's•47o7" w S'W 4.62 W 49.46' 252, J2 S 8935'26• W S. LINE S.W. 1/4 SEC 5-48-26 LEGEND POB POINT OF BEGINNING SEC-TWI4-RGE: 5-48-26 DRAVM BY: DATE JLR%AK TMM QUAIL WEST UNIT ONE, REPLAT P.B. 21 PGS 84-105 COWER COUNTY, FLORIDA J5L. N '26" E 154.57' N 89.55'26" E 10.98, a, 46"55'36" W r w 24.607 j ._ N 82 ' s . .. . / N 0217 38' x� { LEE 1 COLLIE!,?, COUNTY . BURNHAM ROADv P.B. 20 PGS 51-52 COWER COUNTY, FLORIDA BLOCK 1 J14 TRACT GC-10 (1,)6�'-,COURSE/ WATERJMANAGEMEN A, ,$V'42 3IN 877"W r/ 87&f • 3 20.01' r_ 2645.36• CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C180 575.00' 44'34'01" 436.07' S 67'47'34" E 1 447.26' 950 Encore Way Naples, FL. 34110 3/97, 10/05 Phone: (239) 254-2000 wo Florida Certificate of e-57os om • MA n • SUIYEipIS Authorization No.1772 NOT A SURVEY NOT YALO Wum THE SNNIATUIE AND THE ONNiLAL RARER SEAL Of A FLANOA LEDISED SUNETON AND YAPPER. J13 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-10 OF QUAIL WEST, PHASE II, UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56, AT PAGES 69 THROUGH 81 OF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT J15, BLOCK 1, OF QUAIL WEST, PHASE II, UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA; THENCE RUN N.89'55'26"E. FOR A DISTANCE OF 10.98 FEET; THENCE RUN S.03'45'15"W. FOR A DISTANCE OF 165.94 FEET; THENCE RUN S.42'31'18"W. FOR A DISTANCE OF 87.23 FEET; THENCE RUN S.72'36'43"W. FOR A DISTANCE OF 20.01 FEET; THENCE RUN N.82'31'06"W. FOR A DISTANCE OF 102.84 FEET; THENCE RUN N.02'17'38"W. FOR A DISTANCE OF 30.53 FEET; THENCE RUN N.82'50'00"W. FOR A DISTANCE OF 59.42 FEET; THENCE RUN S.4655'36"W. FOR A DISTANCE OF 24.60 FEET; THENCE RUN S.04'25'44"W. FOR A DISTANCE OF 15.78 FEET; THENCE RUN S.87'25'22"W. FOR A DISTANCE OF 49.62 FEET; THENCE RUN N.26'05'49"W. FOR A DISTANCE OF 49.46 FEET; THENCE RUN S.86'47'07"W. FOR A DISTANCE OF 95.63 FEET; THENCE RUN S.23'21.17"W. FOR A DISTANCE OF 48.89 FEET; THENCE RUN S.86'44'19'W. FOR A DISTANCE OF 60.49 FEET; THENCE RUN N.30'56'35"W. FOR A DISTANCE OF 27.51 FEET; THENCE RUN N.58'07'01"W. FOR A DISTANCE OF 28.67 FEET; THENCE RUN S.78'36'38"W. FOR A DISTANCE OF 53.05 FEET; THENCE RUN N.23'27'19"W. FOR A DISTANCE OF 66.51 FEET; THENCE RUN N.20'57'25"E. FOR A DISTANCE OF 117.55 FEET; THENCE RUN N.12'52'18"E. FOR A DISTANCE OF 75.32 FEET; THENCE RUN N.02'42'41"E. FOR A DISTANCE OF 120.84 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.44'29'27"E. A DISTANCE OF 575.00 FEET THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 575.00 FEET, THROUGH A CENTRAL ANGLE OF 44'34'01", SUBTENDED BY A CHORD OF 436.07 FEET AT A BEARING OF S.67'47'34"E., FOR A DISTANCE OF 447.26 FEET TO THE END OF SAID CURVE; THENCE RUN N.89'55'26"E. FOR A DISTANCE OF 154.57 FEET TO THE _P Ita" r BEGINNING_, CONTAINING 3.338 ACRES, MORE OR LESS. SUBJECP'TO'EASEMfiNTS,,t*SERVk-TIONS OR RESTRICTIONS OF RECORD. BEARING5,, 464� IAFREON REFfR..TO-.THE SOUTHERLY LINE OF LOT J15, BLOCK 1, Of QUAIL WEST, PHASE 11, UNIT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED 114 PLAT BOOK 56 AT PAGES 69 THROUGH 81 OF THE PUBLIC RECORDS;(* LEE CWJ TYJ�LORIOA',AS- BEING N.89'55'26"E. HOLE MONTES, INC. CERTIFICATE OF,,,AUTHORIZAJIUN,. NUMBER L8,17.72'`'' BY7L•/ P.S.M. /5628 THOMAS M. MURPHY �- STATE OF FLORIDA SKETCH AND LEGAL DESCRIPTION L87•024 M3-COE Imm HOLE MONTES 04GNM • PLAN43iS • SURVEYORS INNDSOAK AROfO ECM OR; 3979 PG; 2625 950 Encore Way - Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5681 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF LOTS 36 AND 37, BLOCK M, QUAIL WEST PHASE III, UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 91 THROUGH 93 AND A PORTION OF TRACT GC-1 AND TRACT F, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 ALL OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF-•LflT,�7,QLOCK M, QUAIL WEST PHASE III, UNIT ONE ACCORDING TO THE PLAT THEREOF AS E�{ �'LTTBOOK 30, PAGES 91 THROUGH 93 OF THE PUBLIC RECORDS OF COLLIER,. �F, FLOIDA� RUN S.89°59'13W., ALONG THE NORTH LINE OF SAID LOT 37, FOR''[�3#TANCE OF 43.20 FFV%E THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DES��BED; THENCE RUN S.. 0 °03'3"W., FOR A DISTANCE OF 1.61 FEET; THENCE RUN S.87°35'58"W., F, A pISl'�ANGE-OF 8.36 F ET,,THENCE RUN N.60000'54W., FOR A DISTANCE OF 44.43 FEET; THENCEN.,N° 6°3T41"W., F A'DISTANCE OF 23.56 FEET TO THE BEGINNING OF A TANGEkTIA' CT `�.1,Li� � ' ."AEI=;SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG THE AF CFSI C1R/ TI-�I CG"IT, HAVING A RADIUS OF 7.00 FEET, THROUGH A CENTRAL ABLE 9F 50,023 ", S BTEN D BYL ,ECHORD OF 12.94 FEET AT A BEARING OF N.30053'36"E., FOB ISTANCE F' 1 r EET" fl `fH' E�1D OF SAID CURVE; THENCE RUN S.81 °35'07"E., FOR A DIST 1� OF 6.79 FEET TO E B GII> OU'd OF A TANGENTIAL CIRCULAR CURVE, CONCAVE f )k1HWESTERLY, THEE RUN RTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE L� 144E VING A RADIUS OE �5 �0` , THROUGH A CENTRAL ANGLE OF 124003'32", SUBTENDE ` '-", IORD OF 8.83 FE T A BEARING OF N.36023'08"E., FOR A DISTANCE OF 10.83 FEET T E E� OFvSAI•D�� ,t �;°"fiHENCE RUN N.25038'38"W., FOR A DISTANCE OF 28.41 FEET; THENCE RUN-N�' 0 "V�/ �OR A DISTANCE OF 11.06 FEET; THENCE RUN N.27025'20"W., FOR A DISTANCE OF 13.' 'Fi THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 93.44 FEET, THROUGH A CENTRAL ANGLE OF 26011'070, SUBTENDED BY A CHORD OF 42.33 FEET AT A BEARING OF N.140191460W., FOR A DISTANCE OF 42.70 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 76°39-05", SUBTENDED BY A CHORD OF 37.21 FEET AT A BEARING OF N.37005'20"E., FOR A DISTANCE OF 40.13 FEET TO THE END OF SAID CURVE; THENCE RUN N.75024'53"E., FOR A DISTANCE OF 10.22 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 22.00 FEET, THROUGH A CENTRAL ANGLE OF 68019'16", SUBTENDED BY A CHORD OF 24.71 FEET AT A BEARING OF S.70025'29"E., FOR A DISTANCE OF 26.23 FEET TO THE END OF SAID CURVE; THENCE RUN S.36°15'51'E., FOR A DISTANCE OF 15.81 FEET; THENCE RUN S.55011'34"E., FOR A DISTANCE OF 36.51 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.43052'06"W., A DISTANCE OF 77.43 FEET THEREFROM; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 77.43 FEET, THROUGH A CENTRAL ANGLE OF 30018'41 ", SUBTENDED BY A CHORD OF 40.49 FEET AT A BEARING OF S.30°58'33"E., FOR A DISTANCE OF 40.97 FEET TO THE END OF SAID CURVE; THENCE RUN S.47000'33"E., FOR A H:\1987\1987024\WP\P3 LEGALS-MAPMASL.doc Naples • Fort Myers • Venice OR: 3979 PG: 2626 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5681 Page 2 of 2 DISTANCE OF 31.52 FEET; THENCE RUN S.66048'32"E., FOR A DISTANCE OF 47.91 FEET; THENCE RUN S.53025'34"E., FOR A DISTANCE OF 16.91 FEET; THENCE RUN S.71 °21'10"E., FOR A DISTANCE OF 12.50 FEET; THENCE RUN S.48054'03"E., FOR A DISTANCE OF 32.98 FEET; THENCE RUN N.86051'49"W., FOR A DISTANCE OF 19.79 FEET; THENCE RUN S.86031'46"W., FOR A DISTANCE OF 12.52 FEET; THENCE RUN WEST, FOR A DISTANCE OF 13.15 FEET; THENCE RUN N.83°39'47"W., FOR A DISTANCE OF 12.32 FEET; THENCE RUN N.82°14'19"W., FOR A DISTANCE OF 10.07 FEET; THENCE RUN N.86045'28"W., FOR A DISTANCE OF 24.07 FEET; THENCE RUN N.84017'35W., FOR A DISTANCE OF 13.67 FEET; THENCE RUN N.70054'54"W., FOR A DISTANCE OF 12.48 FEET; THENCE RUN N.61-11'57"W., FOR A DISTANCE OF 10.35 FEET; THENCE RUN N.27054'22"W., FOR A DISTANCE OF 8.72 FEET; THENCE RUN S.00°03'13"W., FOR A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING; CONTAINING 0.439 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO BEARINGS SHOWN HEREON REFI PHASE III, UNIT ONE ACCORDING, PAGES 91 THROUGH 93 OF THEM S.89°59'13V. MOLE MONTES, INC. 11, CtgTIFICATE OF AUTHORIZ410� R-- THWA9M. MUR OR RESTRICTIONS OF RECORD. fE NORTH LINE - PLAT THEREOF EOOHDS OF CC Fkp..r #17721 1 P S#,>#562� M ' STA '�8OF„f= x 37, BLOCK M, QUAIL WEST RDED IN PLAT BOOK 30, 0 , NTY, FLORIDA AS BEING H11987T1987024\WP,P3 LEGALS•AMPHUSLAOC `�_ CX4 rn rn M O a + o 0 m i .0 m, GRAPHIC SCALE 80 0 30 80 ( IN FEET ) 1 inch — 60 ft. N TRACT F, QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 Cif` C1 / / / :1 CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 7.00 135'02'34" 12.94 N 30'53'36" E 16.50 C2 5.00 124'03'32" 8.83 N 36'23'08" E 10.83 C3 93.44 26*11'07" 42.33 N 14*19'46" W 42.70 C4 1 30.00 1 76'39'05" 1 37.21 1 N 37'05'20" E 1 40.13 C5 22.00 68'19'16" 1 24.71 S 70'25'29" E 26.23 C6 77.43 30'18'41" 1 40.49 S 30'58'33" E 40.97 \e\1 p \ If < Sj011i O.R. 24 5 PGS, [3279-341 QUAIL ST PHAPET NIT ONEII C2 PB= ,`{,PGS 1- �¢ P0�' L1 TRACT GC-1 AIL WEST PHASE 111, UNIT FIVE y,.. PB 39, PGS 34-47 rl ry I E t L21 _ / 36 / L NORTHEAST / (—CORNER, LOT 37 / BLOCK M I I / ,,QUAIL WEST PHASE III, UNIT ONE LEGEND / PS 30, PGS 91- � ' POC POINT OF COMMENCEMENT 38 POB POINT OF BEGINNING 37 S.P.E. SPECIAL PRESERVE EASEMENT ' G.C.E. GOLF COURSE EASEMENT Q.W.P.E. QUAIL WEST PERPETUAL EASEMENT D.E. DRAINAGE EASEMENT * NOT A SURVEY SEC-TwM-RGE:8_48-26 950 Encore Way NOT VALID Wnw 10' Q.W.P.E. 25' 115' D.E. G.C.E. I I I i 10' Q.W.P.E ( 9.). [ --15' D.E. LINE TABLE LINE DIRECTION DISTANCE L1 S 89'59'13" W 43.20' L2 N 00'03'13" E 1.61' L3 S 87'35'58" W 38.36' L4 N 60'00'54" W 44.43' L5 N 36'37'41" W 23.56' L6 S 81'35'07" E 6.79' L7 N 25'38'38" W 28.41' L8 N 07'52'04" W 11.06' L9 N 27'25'20" W 13.75' L10 N 75'24'53" E 10.22' L11 S 36'15'51" E 15.81' L12 S 55*11'34" E 36.51' L13 S 47'00'33" E 31.52' L14 S 66'48'32" E 47.91' L15 S 53'25'34" E 16.91' L16 S 71-21'10" E 12.50' L17 S 48'54'03" E 32.98' L18 N 86'51'49" W 19.79' L19 S 86'31'46" W 12.52' L20 S 90100'00" W 13.15' L21 N 83'39'47" W 12.32' L22 N 82'14'19" W 10.07' L23 N 86'45'28" W 24.07' L24 N 84*17'35" W 13.67' L25 N 70'54'54" W 12.48' L26 N 61 *11'57" W 10.35' L27 N 27'54'22" W 8.72' L28 S 00.03" 3" W 47.00' Naples, FL. 34110 SIpY►quw ANO AM DATE 10/05 Phone: (239) 254-2000 SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87'024 DR NG NO. L O T Florida Certificate of Tmm B-5681 asp ' n�ms - sum Authorization No.1772 MW wMEn, PH3ASL OR; 3979 PG: 2628 trR Imm HOLE MONTES 904M • PLANWS • s WUORS u+RoscAK AFOMM 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024 10/17/2005 REF. DWG. #13-5714 Page 1 of 1 A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-1 AND TRACT F, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 46, BLOCK M, QUAIL WEST PHASE III, UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 91 THROUGH 93 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NA 3°12'01'E., FOR A DISTANCE OF 227.95 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN N.54°42'02'W., FOR A DISTANCE OF 32.51 FEET; THENCE RUN N.49°07'19"W., FOR A DISTANCE OF 27.78,..FEE-� E1dCE, RUN N.60°23'30`W., FOR A DISTANCE OF 32.45 FEET; THENCE RUN N.66°41'50° V.&O D'rI33.68 FEET; THENCE RUN N.58035'04"W., FOR A DISTANCE OF 77::4tEET; THE15CEal l d 14.28015'56'W., FOR A DISTANCE OF 11.85 FEET; THENCE RUN N.40°57v 6 FOR A DISTANCE ' -t 7 FEET; THENCE RUN N.26033'57"W., FOR A DISTANCEbOF fi B.,FEET TO A POINT AIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS,,'�OI, T ��i�S �:33 W,1 ., A DISTANCE OF 66.39 FEET THEREFROM; THENCE RUN FRASTER Y , LC_ Gi �F E, ARC: Of=, SAID CIS, RVE TO THE RIGHT, HAVING A RADIUS OF 66.39 FEET, THROUGtAtvRAN F $'23", SUBTENDED BY A CHORD OF 59.22 FEET AT A BEARING OF 182 5Q 0C El, F R,1*'1 AZ"`E{OF 161.38 FEET TO THE END OF SAID CURVE; THENCE RUN .;F3 ASANC 547° ET; THENCE RUN S.52038'31 `E., FOR A DISTANCEi; �O,'E 78.98 F Ei; THEf� E RUN 4 —49`E., FOR A DISTANCE OF UN 9.92 FEET; THENCE RS.57C `C)\ "E., FOR A DISTANt4OF�11,hi.AET; THENCE RUN S.00029'04"W., FOR A DISTANCE '15.17 FEET TO THE`$ GINNIR! bF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESIIiL THENCE RUN SO?tERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING AiIUS QF 20.00 FEF�iS3tJGH A CENTRAL ANGLE OF 71 °48'34', SUBTENDED BY A CHORD° 2�EEITTAi4iING OF S.36023'21'W., FOR A DISTANCE OF 25.07 FEET TO THE END CTF.,,. Cl1i:THENCE RUN S.72017'38'W., FOR A DISTANCE OF 20.43 FEET; THENCE RUN S.65°37'38"W., FOR A DISTANCE OF 15.52 FEET TO THE POINT OF BEGINNING; CONTAINING 0.238 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF LOT 46, BLOCK M, QUAIL WEST PHASE III -UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 91 THROUGH 93 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.89°5913T. HOL>;• MOIVTE &,` INC. ,OERTIFIDATE OF AUTHORIZATION LB #1772 BY P.S.M. #5628 THOMAS. . M PH STATE OF FLORIDA J H:\1987\1987024\WPIP3 LEGALS-AM1PH3BSL.doc Naples • Fort Myers • Venice GRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. LINE TABLE LINE DIRECTION DISTANCE L1 N 54'42'02" W 32.51' L2 N 49'07'19" W 27.78' L3 N 60'23'30" W 32.45' L4 N 66'41'50" W 33.68' L5 N 58'35'04" W 20.67' L6 N 28*15'56" W 11.85' L7 N 40'57'16" W 13.97' L8 N 26'33'57" W 11.48' L9 N 70'40'48" W 59.47' L10 S 52'38'31" E 75.98' L11 S 43'56'49" E 9.92' L12 S 57'29'08" E 11.42' L13 S 00'29'04" W 5.17' L14 S 72*17'38" W 20.43' L15 S 65'37'38" W 15.52' i >3 fF a Fa, NORTHWE;SORNEI WAIL `. WEST \ 4 4 P.E. CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LI�iG� C1 66.39' 1 52'58'23" 59.22' N 82'50'00" E L-..,61.38 C2 20.00' 71'48'34" 23.46' S 36'23'21" W 1 25.&' - 44 QUAIL WEST PHASE III, UNIT ONE PB 30, PGS 91-93 X M. ONE -93) TRACT F, QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 1� \ L11 �L13 TRACT GC-1 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 N 89*59'13" E NORTH ILINE-10T79 (BASIS OF BEARING) 45 46 QUAIL WEST PHASE III, UNIT ONE QUAIL WEST PHASE III, UNIT ONE 47 PB 30, PGS 91-93 PB 30, PGS 91-93 QUAIL WEST PHASE III, UNIT ONE PB 30, PGS 91-93 LEGEND I I B L O C K I M POC POINT OF COMMENCEMENT POB POINT OF BEGINNING NOT A SURVEY P.E. PRESERVE EASEMENT # # SEC-TVM-R; 8-48-26 950 Encore Way NOT VALID WHOUT PROJECT NO. DRAvm Naples. FL 34110 TK SWARK AM ' °ATE 10/05 Phone: (239) 254-2000 mOF Ailes OFAM SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87•024 PL O T Florida Certificats of O SLWAW REFERENCE N. TMM B-5714 om'Rm.I= Authorization No.1772 AND VAIWEIL PH38SL HOLE MONTES OR: 3979 PG: 2630 ENGINEERS PLANNERS SURVEYORS 950 Encore Way - Naples, Florida 34110 - Phone: 239.254.2000 - Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5682 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE-HUN N.00024'390W., ALONG THE WEST LINE 1= OF SAID QUAIL WEST PAHSE III, UNIT FIVE,R� EOF 935.30 FEET; THENCE RUN N.89035'21NE. FOR A DISTANCE OF 77��1 E' (� ' 'OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE huI,, N.07°20'55"W., FO i DISTANCE OF 7.74 FEET TO THE BEGINNING OF A TANGENTIAL CIRCUAR CURVE, CONCAVE UT'IEASTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC Q0tSAID°"CUR O THE RI T, HAVING A RADIUS OF 7.00 FEET, THROUGH A CENTRAL AI GLe'OFi2:i 7'42"�,SUB`fi NDED Y A,�CHORD OF 12.32 FEET AT A BEARING OF N.54017'56"E., FOR'A DISTANCE 1,5rrFEq T THE END OF SAID CURVE; THENCE RUN S.64003'13"E., FOR A DISTANCEOF 1 ��5 FF if I I flV .70�57'15'E., FOR A DISTANCE OF 32.56 FEET; THENCE RUN�1�6015'il "E,F�JR'AflISA1VCC0 280EET TO THE BEGINNING OF A TANGENTIAL CIRCULARUF SVGA iWES 14RLY " ' iENCE RUN SOUTHEASTERLY ALONG THE AfIC'OF SAID CURVE TOE HE HIGHt _'WING A RADIUS OF 8.00 FEET, THROUGH A CENTRAL AN , `tOF 112057'02", SUBB ID D B % `CHORD OF 13.34 FEET AT A BEARING OF S.29056'40"E., FOR AND � 4NCE OF 15.77 Ft L #)4kE ND OF SAID CURVE; THENCE RUN S.26031'51 "W., FOR A DISTAN Gi�(�'15.34 FEET TO THE 8 "G1Cd'NING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EAST , ERIVN U iLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIU O� � Ef, K UGH A CENTRAL ANGLE OF 36004'33", SUBTENDED BY A CHORD OF 12.5" ',-At,-'�4 SEARING OF S.08°29'35"VN., FOR A DISTANCE OF 12.59 FEET TO THE END OF SAID CURVE; THENCE RUN S.09°32'42"E., FOR A DISTANCE OF 7.96 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 3.00 FEET, THROUGH A CENTRAL ANGLE OF 105°40'52", SUBTENDED BY A CHORD OF 4.78 FEET AT A BEARING OF S.43°17'44"W., FOR A DISTANCE OF 5.53 FEET TO THE END OF SAID CURVE; THENCE RUN N.83051'49"W., FOR A DISTANCE OF 12.08 FEET; THENCE RUN N.78043'52"W., FOR A DISTANCE OF 15.36 FEET; THENCE RUN N.71 °30'18"W., FOR A DISTANCE OF 18.73 FEET; THENCE RUN N.77032'25"W., FOR A DISTANCE OF 9.16 FEET; THENCE RUN N.84040'05"W., FOR A DISTANCE OF 15.08 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 6.00 FEET, THROUGH A CENTRAL ANGLE OF 90042'05", SUBTENDED BY A CHORD OF 8.54 FEET AT A BEARING OF N.39019'03"W., FOR A DISTANCE OF 9.50 FEET TO THE END OF SAID CURVE; THENCE RUN N.06002'00"E., FOR A DISTANCE OF 31.18 FEET TO THE POINT OF BEGINNING; CONTAINING 0.088 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. HA199T19970241WPV3 LEGALS-AMWH3CSLAoc Naples - Fort Myers - Venice .6, OR: 3979 PG: 2631 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5682 Page 2 of 2 BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC.;RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.00°24'39"W. HOLE MOt4T-ES, INC. ATW4QkTE OF AUTHORIZATION LB #1772 ' P.S.M. #5628 ?•' `MAS M. MURPITY STATE OF FLORIDA 0 b HA1987\198702AWP1P3 LEGALSAMV'*MSLdoc :� 3 AN GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. 2016 QUAIL WE PB CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 7.00 123'17'42" 12.32 N 54*17'56" E 15.06 C2 8.00 112*57'02" 13.34 S 29'56'40" E 15.77 C3 20.00 36'04'33" 12.39 S 08'29'35" W 12.59 C4 3.00 105'40'52" 4.78 S 43*17'44" W 1 5.53 C5 6.00 90'42'05" 8.54 1 N 39"9'03" W 1 9.50 TRACT GC-2 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 LINE TABLE LINE BEARING LENGTH L1 N 07'20'55" W 7.74 L2 S 64'03'13" E 11.52 L3 S 70*57'15" E 32.56 L4 S 86*25'11" E 24.80 L5 S 26'31'51" W 15.34 L6 S 09'32'42" E 7.96 L7 N 83'51'49" W 12.08 L8 N 78'43'52" W 15.36 L9 N 71'30'18" W 18.73 L10 N 77'32'25" W 9.16 L11 N 84'40'05" W 15.08 L12 N 06'02'00" E 31.18 ': m u� f. =k r 89'35'21" E L M 771 L2' - POB N J , jt GC-2 1 SE III, UNIT rIVE v �S 347 I P.E. `„ L11 L10 Lg K C5 `---� L8 rn L7 -0, J \ C4 TRACT F'"" QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 SOUTHWEST CORNER QUAIL WEST PHASE III, UNIT FIVE (PB 39, PGS 34-47) LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT # NOT A SURVEY # SEC-TWN-RGE:8-48-26 950 Encore Way NOT VAID WMW PROJECT NO. DRAW BYNaples, FL 34110 w SN�1�►TiJnE AID Au : DATE 10/05 Phone. (239) 254-2000 THE amm RAW SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024 "MMED BY- IDRANNG NO. L O T Florida C•rtificat. of sISEAL OF AFL NO. Tmm B-5682 Elm • MN m - SOMEIglS Authorization No.1772 1V1D yAFFEN, PH3CSL OR: 3979 PG: 2633 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5683 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.00024'39"W., ALONG THE WEST LINE OF SAID QUAIL WEST PAHSE III, UNIT FIVE,°F R:�A tGE OF 909.66 FEET; THENCE RUN N.89035'21 "E., FOR A DISTANCE OF 94i�T ��IJTOF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE" ��:25°01'11 "W.,�FD��p1 STANCE OF 7.25 FEET; THENCE RUN N.33036'13'W., FOR A DISTAN69 QIF 7.72 FEET TO THE BEG TN ITNG OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SQ(UTHEAST�iY, THENCE RUN O HEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT/� HAV1N61 ADIU �OP 4'09 FEET THIkOUGH A CENTRAL ANGLE OF 130°00'28", SUBTENDED BY'A CHCRCJF�F��TSE�NGOF N.31 °24'01'E., FOR A DISTANCE OF 9.08 FEET TO THE E� b&%s' i410 1� t"71 *,44 �N .83°35'44"E., FOR A DISTANCE OF 35.09 FEET; TH NC� RON 1 8 °001 �"� � °�OR� D ST�N�E OF 19.38 FEET TO THE BEGINNING OF A TANGENTIAL � f 61J ,l CQ ,CAVE,S0UTI ESTERLY; THENCE RUN SOUTHEASTERLY ALONG THEACOF SAID CURVE TC�THE f' IGFf ' VING A RADIUS OF 7.00 FEET, THROUGH A CENTRAL A d OF 80°46'20", SUBt*DED ".-,A,," HORD OF 9.07 FEET AT A BEARING OF S.56030'32"E., FOR F7 'ANCE OF 9.87 FE"D OF SAID CURVE; THENCE RUN S.16007'21 "E., FOR A DISTAN FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NOR �StERI�Y; THEN.CI= II ::SOOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RA I $' F I- .QO EET, THROUGH A CENTRAL ANGLE OF 6802626", SUBTENDED BY A CHORD OF 61.66-EA A"SEARING OF S.50°20'34"E., FOR A DISTANCE OF 65.70 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 10.92 FEET, THROUGH A CENTRAL ANGLE OF 184035'53", SUBTENDED BY A CHORD OF 21.82 FEET AT A BEARING OF S.07044'09-W., FOR A DISTANCE OF 35.17 FEET TO THE END OF SAID CURVE; THENCE RUN N.79057'55"W., FOR A DISTANCE OF 33.67 FEET; THENCE RUN N.70029'59"W., FOR A DISTANCE OF 31.40 FEET; THENCE RUN N.60051'10"W., FOR A DISTANCE OF 21.55 FEET; THENCE RUN N.79002'38V., FOR A DISTANCE OF 23.51 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 5.50 FEET, THROUGH A CENTRAL ANGLE OF 91 °31'23', SUBTENDED BY A CHORD OF 7.88 FEET AT A BEARING OF N.33°16'57-W., FOR A DISTANCE OF 8.79 FEET TO THE END OF SAID CURVE; THENCE RUN N.12028'44'E., FOR A DISTANCE OF 14.88 FEET; THENCE RUN N.04018'07"W., FOR A DISTANCE OF 8.59 FEET, TO THE POINT OF BEGINNING; CONTAINING 0.116 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. Naples • Fort Myers • Venice - 1 9 OR: 3979 PG: 2634 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5683 Page 2 of 2 BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.00°24-39"W. HOLE MONTES, INC. CERTI,FIGATE OF AUTHORIZATION LB #1772 BY, WPOW. P.S.M. #5628 T#iQ(A'S M. KTURPAY STATE OF FLORIDA HAI987119870i24WVPP3 LEGALS-AW PH3DSLdoc NGRAPHIC SCALE 40 0 20 40 ( IN FEET ) Z I inch = 40 ft. =m a NO (n J Q �m I W > Z wz TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 O SOUTHWEST CORNER QUAIL WEST PHASE III, UNIT FIVE (PB 39, PGS 34-47) LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING LINE TABLE LINE BEARING LENGTH L1 N 25'01'11" W 7.25 L2 N 33*36'13" W 7.72 L3 S 83'35'44" E 35.09 L4 N 83'06'18" E 19.38 L5 S 16'07'21" E 13.00 L6 N 79'57'55" W 33.67 L7 N 70'29'59" W 31.40 L8 N 60*51'10" W 21.55 L9 N 79'02'38" W 23.51 L10 N 12'28'44" E 14.88 L11 1 04-1V-a7!!-- 8.59 I TRACT GC-2 QU St PHASE III QNI:� ;)FIVE PGS 34 f c v„. CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 4.00 130'00'28" 7.25 N 31'24'01" E 9.08 C2 7.00 80'46'20" 9.07 S 56'30'32" E 9.87 C3 55.00 68'26'26" 61.86 S 50'20'34" E 65.70 C4 10.92 184*35*53" 21.82 S 07'44'09" W 35.17 CS 5.50 91'31'23" 1 7.88 N 33*16'57" W 1 8.79 TRACT GC-2 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 C2 C1 —_ L3 _-L4 L1 rP08 O r P.E. \ TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 L9 C� L6 U/ P.E. PRESERVE EASEMENT * NOT A SURVEY # SEC-TwN-RGE: 8-48-26 950 Encore Way NOT VAW w11 W PROJECT NO. DRAW Naples, FL 34110 THE SIOUTURE Am Au : DATE 10/05 Phone: (239) 254-2000 SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87•024 BY: DRAWNG NO. L O T Florida Corflficafe of IUCOM SURVEYOR REFERENCE NO. Tmm a-5683 Om • Mm • SUMS Aufhorizoflon No.1772 AN YAPPER, PH3DSL OR: 3979 PG: 2636 • HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5684 Page 1 of 1 A PARCEL OF LAND LOCATED IN A PORTION OF LOTS 62 AND 63, BLOCK M, QUAIL WEST PHASE III, UNIT TWO ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGES 63 THROUGH 65 AND A PORTION OF TRACT GC-1, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 ALL OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 63, BLOCK M, QUAIL WEST PHASE III, UNIT TWO ACCORDING TO THE PLAT THEREOF A { IN PLAT BOOK 34, PAGES 63 THROUGH 65 OF THE PUBLIC RECORDS OF COLT F . ,THENCE RUN N.61 °03'34"E., ALONG THE SOUTH LINE OF SAID LOT 63, F i�O�STANCE OF 1�9� �T TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREI SCRIBED; THENCE RUwi3 , 224"W., FOR A DISTANCE OF 20.70 FEET; THENCE RUN N.31 °1'910,'W ;-FOR A DISTANPE OF .96'EET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CdNC VE-606T iERL1�; THEN R IN WESTERLY ALONG THE ARC OF SAID CURVE TO THE I EFi, FF�k�IO� D� � 007FEE THROUGH A CENTRAL ANGLE OF 76037'01 ", SUBTEN ED°BY A Nb� 0 I4 8 = E °T'A BEARING OF N.69037'41 "W., FOR A DISTANCE OF 16.05 FE T HE,�N CIFI1�E;THN(E RUN S.72°03'49'W., FOR A DISTANCE OF 14.35 FEET; TH V�8i5'EORLlCLSiE OF 8.77 FEET; THENCE RUN S.35°19'25"E., FOR A DIS7I\f, E OF 43.32 FEET, T�NCERUN 23°44'13"E., FOR A DISTANCE OF 34.82 FEET; THENCE RUN S,1b'23"E., FOR A DIST '�CR`0� 448 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE N .ESTERLY, WHO�AUS POINT BEARS N.55°28'11 "E., A DISTANCE OF 15.97 FEET THERE, ,,THENCE RUN NORfHEX$fERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS, T5.97 FE T ,T i H A CENTRAL ANGLE OF 158041'380, SUBTENDED BY A CHORD bF.a3al "39'FE�T� BEARING OF N.66007'23"E., FOR A DISTANCE OF 44.24 FEET TO THE END OF SA { CER ., THENCE RUN N.35052'24"W., FOR A DISTANCE OF 11.28 FEET, TO THE POINT OF BEGINNING; CONTAINING 0.072 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 63, BLOCK M, OF QUAIL WEST PHASE III, UNIT TWO ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGES 63 THROUGH 65 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.61 °03'34"E. HOLE MONTES, INC. CERTIF)PATE OF AUTHORIZATION LB #1772 `BY f P.S.M. #5628 �-,T-HOMAS M. M PHY STATE OF FLORIDA . 7.1. _tit e• •_.. l 1. ..� FL ;$ tW7024W,-3 LEGALS-AMPMESLdoc .r Naples • Fort Myers • Venice It NGRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. 25' G.C.E. L5 t° 6 \ i, _.' IF TRACT GC-1 QUAIL WEST PHASE III, UNIT FIVE S.P.E. \ PB 39, PGS 34-47 A - CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 12.00 76'37'01" 14.88 N 69'37'41" W 16.05 C2 15.97 158'41'38" 31.39 N 66'07'23" E 44.24 't BLOCK M, QUAIL T ASE III, UNIT TWO PB 3'41' PGS 63-65 ' � .. 15' D.E. 62 LINE TABLE LINE BEARING LENGTH L1 N 61'03'34" E 19.06 L2 N 35'52'24" W 20.70 L3 N 31 *19'10" W 72.96 L4 S 72'03'49" W 14.35 L5 S 23'28'05" E 8.77 L6 S 35*19'25" E 43.32 L7 S 23*44'13" E 34.82 L8 S 26*10'23" E 29.48 L9 N 35'52'24" W 11.28 POC \ BLOCK M, SOUTHWEST CORNER, LOT 63, BLOCK M, _ GZ \ QUAIL WEST PHASE III, UNIT TWO QUAIL WEST PHASE III, UNIT TWO \ PB 34, PGS 63-65 (PB 34, PGS 63-65) \ LEGEND � POC POINT OF COMMENCEMENT 10' Q.W.P.E. \ \ POB POINT OF BEGINNING \ P.E. PRESERVE EASEMENT G.C.E. GOLF COURSE EASEMENT Q.W.P.E. QUAIL WEST PERPETUAL EASEMENT D.E. DRAINAGE EASEMENT * NOT A SURVEY SEC-TWN-RGE` 8-0-26 950 Encore Way NOT VAUD t11111Wr PROJECT NO. DRAW B*f- Naples, FL 34110 THE SIc11AAK AND AM DATE 10/05 Phone. (239) 254-2000 �Or A F SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87'024 ISMED BY' DRAVANG NO. L O T Florldo Certificate of umm SURKMOR . R- TMM B-5684 EICI@S MNIERS am Authorization No.1772 AND YAPPER, PH3ESL OR: 3979 PG: 2638 HOLE MONTES O GIN 6tS • RANNM • SIB OORS LMDSCAK AFCWKTff 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5685 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF LOT 64, BLOCK M, QUAIL WEST PHASE III, UNIT TWO ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGES 63 THROUGH 65 AND A PORTION OF LOTS 65 AND 66, BLOCK M, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED.I.N„PLAT BOOK 37, PAGES 41 THROUGH 45 AND A PORTION OF TRACT GC-1, QUAIL W1=•�; `UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO ' .= fS 34iR 1CH 47 ALL OF THE PUBLIC RECORDS OF COLLIER COUNTY, F OW -A' , BEING MORE 0A �'�Cl` LARLY DESCRIBED AS FOLLOWS:' COMMENCE AT THE SOUTHWEST CORNEF � 65, BLOCK M'�QU'AIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLATilf C�F�-RE 1 N��4T $OOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC tE66Fps F POLL' R E O,UI T� �LPROA; THENCE RUN N.75006'44'E., ALONG THE SOPT 114t QP SAI[ L16f , , , FO AfDI$ Af CE OF 23.02 FEET TO THE POINT OF BEGINNING OF THEIR OF LAD'Fi'RN DESRISEp'°THENCE RUN N.13°00'07"VH., FOR A DISTANCE OF 68.03 FEET;, 'HENCE RUN N.07°56Q,$"W. FOi�,DISTANCE OF 80.15 FEET TO THE BEGINNING OF A TANGENT��4L. 'IRCULAR CURVE,-A�fVCAVE UTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG T' �e�FIC OF SAID CURVE TO T LEFT, HAVING A RADIUS OF 33.50 FEET. THROUGH A CENTRA� N&E OF 117°57'42". Su& NbED BY A CHORD OF 57.42 FEET AT A BEARING OF N.66054'59"W., FOB:*e I ", CE-OF kr0' Ik'E`f TO THE END OF SAID CURVE; THENCE RUN S.54006'10"W., FOR A DIS A C fqf fiM �41-IENCE RUN S.68010'12"W., FOR A DISTANCE OF 41.91 FEET TO THE BEGINNINGOF—ATANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 8.00 FEET, THROUGH A CENTRAL ANGLE OF 122035'53", SUBTENDED BY A CHORD OF 14.03 FEET AT A BEARING OF S.06052'16"W., FOR A DISTANCE OF 17.12 FEET TO THE END OF SAID CURVE; THENCE RUN S.54025'41 "E., FOR A DISTANCE OF 25.13 FEET; THENCE RUN S.40°45'46"E., FOR A DISTANCE OF 43.50 FEET; THENCE RUN S.36017'05"E., FOR A DISTANCE OF 46.80 FEET; THENCE RUN S.26032'12"E., FOR A DISTANCE OF 59.48 FEET; THENCE RUN S.06013'49"E., FOR A DISTANCE OF 27.04 FEET; THENCE RUN S.20035'03"E., FOR A DISTANCE OF 19.38 FEET; THENCE RUN N.86039'27"E., FOR A DISTANCE OF 10.73 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 99039'34", SUBTENDED BY A CHORD OF 15.28 FEET AT A BEARING OF N.36°49'40"E., FOR A DISTANCE OF 17.39 FEET TO THE END OF SAID CURVE; THENCE RUN NA 3000'07"W., FOR A DISTANCE OF 36.39 FEET TO THE POINT OF BEGINNING; CONTAINING 0.248 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. H:\1987\1987024\WPP3 LEGALS-AWH3FSL.doc Naples • Fort Myers • Venice . % OR: 3979 PG: 2639 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5685 Page 2 of 2 BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 65, BLOCK M, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.75006'44'E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 BY P.S.M. #5628 y 'TIP MAS M. MUR HY fSTATE OF FLORIDA r+ s e y F gym' v i ns HAI987\1987024\WP\P3 LEGALS-AW\PH3FSL.doc 0 N RO.. `�7 c71 M fY O GRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. C2 TRACT GC-1 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 POC SOUTHWEST CORNER, LOT 65, BLOCK M, QUAIL WEST PHASE III, UNIT THREE (PB 37, PGS 41-45) �I II I I�-- 10' 0.W.P.E. BLOCK M, I QUAIL WEST PHASE III, UNIT THREE 15' M.E. PS 37, PGS 41-45 II I/ I r � I, UNIT THREE 0-45 CURVE TABLE CURVE RADIUS I DELTA CHORD BEARING LENGTH C1 33.50 1 117'57'42" 57.42 N 66'54'59" W I 68.97 C2 8.00 122-35'53" 14.03 S 06-52-16" W 17.12 C3 10.00 1 99'39'34" 15.28 N 36'49'40" E 17.39 64 BLOCK M. QUAIL WEST PHASE III, UNIT TWO PS 34 PGS 63-65 LINE TABLE LINE BEARING LENGTH Lt N 75'06'44" E 23.02 L2 N 13'00'07" W 68.03 L3 N 07'56'08" W 80.15 L4 S 54*06'10" W 5.88 L5 S 68'10'12" W 41.91 L6 S 54'25'41" E 25:13 L7 S 40'45'46" E 43.50 L8 S 36'17'05" E 46.80 L9 S 26'32'12" E 59.48 L10 S 06'13'49" E 27.04 1-11 S 20'35'03" E 19.38 L12 N 86'39'27" E 1 10.73 L13 N 13'00'07" W 1 36.39 LEGEND L12 POC POINT OF COMMENCEMENT \ POB POINT OF BEGINNING \ P.E. PRESERVE EASEMENT G.C.E. GOLF COURSE EASEMENT \ Q.W.P.E. QUAIL WEST PERPETUAL EASEMENT M.E. MAINTENANCE EASEMENT * NOT A SURVEY SEC-TWN-RGE: B-48-26 950 Encore Way NOT V" 1I11101R PROJECT NO. DRAW Naples. FL 34110 THE 31mm CIO 024 AM : DATE 10/05 Phone: (239) 254-2000 m°OF A � SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87" L O T Florida Certificate of �O . TMM a-5685 um • MNIEIS • SUMElpS Authorization No.1772 gyp yA, PH3FSL sf. t "m OR; 3979 PG: 2641 HOLE MONIES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5686 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT F AND TRACT GC-1, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST COR E OF-tOr-6 L GIC VI, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT Tylr �i�AS RECORb'EL !N SAT BOOK 37, PAGES 41 S°eO THROUGH 45 OF THE PUBLIC RECOR F COLLIER COUNe L RIDA; THENCE RUN S.89024'41 V., FOR A DISTANCE NSF 26 408RFEET TO THE POINT' F GINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THENCE'�RU S 24°20',4"W ; FpR A D STANCE OF 39.07 FEET; THENCE RUN S.06°44'12"V1/., FOR A DISTANCE,,OE6.5fE� Tf�El S.O°32'39'E., FOR A DISTANCE OF 6.53 FEET TO THE BEGINNI G Of A T T a ! RVE, CONCAVE NORTHWESTERLY; THE R N SOUTHWESTERLY A1=~ON RC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF f2 CENTiA A1LE OF 122°04'22', SUBTENDED BY A CHORD OF i b; ,FEET AT A BEARIN',OF SL51 °29'3 "W., FOR A DISTANCE OF 25.57 FEET TO THE END OF SAIO`�VE; THENCE RUN:. 7°�8' 7 W1, FOR A DISTANCE OF 25.74 FEET; THENCE RUN N.12°31'38'E O'R A DISTANCE OF "1 � 5 FI T; HENCE RUN N.06003'08"W., FOR A DISTANCE OF 202.09 FEET=uloQERUN N.01°21'24" ,F'OSRtA DISTANCE OF 70.36 FEET; THENCE RUN N.01°54'58"E., FOR A OF 86 73 FE , 7`F#NCE RUN N.02°52'S0'VN., FOR A DISTANCE OF 39.40 FEET; THENCE RUN,,N ' °� '1' �'E , OJR- iSTANCE OF 15.15 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR�bVE,,COfCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 12.50 FEET, THROUGH A CENTRAL ANGLE OF 72052-01', SUBTENDED BY A CHORD OF 14.85 FEET AT A BEARING OF S.63037'49'E., FOR A DISTANCE OF 15.90 FEET TO THE END OF SAID CURVE; THENCE RUN S.27011'48'E., FOR A DISTANCE OF 25.84 FEET; THENCE RUN S.12°03'44"E., FOR A DISTANCE OF 26.12 FEET; THENCE RUN S.04°51'02'E., FOR A DISTANCE OF 41.95 FEET; THENCE RUN S.02010170W., FOR A DISTANCE OF 21.83 FEET; THENCE RUN S.09026'550W., FOR A DISTANCE OF 47.71 FEET; THENCE RUN S.06041'52'W., FOR A DISTANCE OF 54.05 FEET; THENCE RUN S.07024'16"E., FOR A DISTANCE OF 74.21 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 22.00 FEET, THROUGH A CENTRAL ANGLE OF 70051'04', SUBTENDED BY A CHORD OF 25.50 FEET AT A BEARING OF S.28001'16'W., FOR A DISTANCE OF 27.20 FEET TO THE END OF SAID CURVE; THENCE RUN S.63026'48'W., FOR A DISTANCE OF 5.42 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 161051'01', SUBTENDED BY A CHORD OF 19.75 FEET AT A BEARING OF S.17028'43"E., FOR A DISTANCE OF 28.25 FEET TO THE END OF SAID CURVE; THENCE RUN N.81 °35'47"E., FOR A DISTANCE OF 12.65 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG THE HAINA1987024URP3 LEGALS-AMIPH3GSL.d0o Naples • Fort Myers • Venice t OR: 3979 PG: 2642 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5686 Page 2 of 2 ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 49006'26", SUBTENDED BY A CHORD OF 24.93 FEET AT A BEARING OF S.73051'00"E., FOR A DISTANCE OF 25.71 FEET TO THE END OF SAID CURVE; THENCE RUN S.49°17'47'E., FOR A DISTANCE OF 3.64 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 5.00 FEET, THROUGH A CENTRAL ANGLE OF 73.37-51 ", SUBTENDED BY A CHORD OF 5.99 FEET AT A BEARING OF S.12028'52"E., FOR A DISTANCE OF 6.43 FEET TO THE POINT OF BEGINNING; CONTAINING 0.382 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 66, BLOCK M, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE, LTH7"F AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC_ Q�(QIER COUNTY, FLORIDA AS BEING S.88019'17."1N v HOLE MON , Jpz�, Jma., CERTIFICATE�W�t4ORIZATION Lg #l-77 TROMAS M. MU PMI r h ?µS 'ATE, F LQi HA1987T198702AWRP3 LEGALS-AMWH3GSLdoc NGRAPHIC SCALE 80 0 40 so ( IN FEET ) 1 inch - 80 ft. W o1 TRACT F QUAIL WEST PHASE III, UNIT FIVE J PB 39, PGS 34-47 I /0 i W ' J � i CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 12.00 122'04'22" 21.00 S 51'29'32" W 25.57 C2 12.50 72'52'01" 14.85 S 63'37'49" E 15.90 C3 22.00 70'51'04" 25.50 S 28*01'16" W 27.20 C4 10.00 161'51'01" 19.75 S 17'28'43" E 28.25 C5 30.00 49'06'26" 24.93 S 73'51'00" E 25.71 C6 5.00 73'37'51" 5.99 S 12'28'52" E 6.43 TRACT GC-1 QUAIL WEST PHASE -114, UNIT FIVE PB 39 1PGS 3 t Ad I I 1 ' a>, zsNO,r k, POC sblHWsT . Ef "1LOCK M, QUAIL NIT THREE 37, PGS 41-45) C5 L20 C6 POB S 89'24'41" W 267.08' I 67 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PS 37, PGS 41-45 LINE TABLE LINE BEARING LENGTH L1 S 24'20'04" W 39.07 L2 S 06*44'12" W 16.56 L3 S 09'32'39" E 6.53 L4 N 67'28'17" W 25.74 L5 N 12'31'38" E 12.15 L6 N 06'03'08" W 202.09 L7 N 01'21'24" E 70.36 L8 N 01'54'58" E 86.73 L9 N 02'52'50" W 39.40 L10 N 79*56'11" E 15.15 L11 S 27*11'48" E 25.84 L12 S 12'03'44" E 26.12 L13 S 04'51'02" E 41.95 L14 S 02'10'l7" W 21.83 L15 S 09'26'55" W 47.71 L16 S 06'41'52" W 54.05 L17 S 07*24'16" E 74.21 L18 S 63'26'48" W 5.42 L19 N 81'35'47" E 12.65 L20 S 49*17'47" E 3.64 6 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PS 37, PGS 41-45 SOU I H Unt 1..0 1 00 - (BASIS OF BEARING) J 65 LEGEND V� r -1 44 W BLOCK M, QUAIL WEST PHASE III, UNIT THREE POC POINT OF COMMENCEMENT C1 PS 37, PGS 41-45 POB POINT OF BEGINNING P.E. PRESERVE EASEMENT * NOT A SURVEY SEC-TWN-RGE:8-48-26 950 Encore Way NOT VAIN wffHwr PROJECT NO.' Naples, FL. 34110 Phone: (239) 254-2000 PL"OT 111 SWANK W �°� SKETCH TO ACCOMPANY A DESCRIPTION 87' 024 DRAWN Y. AM DATE 10/05 Florida Certificate of OF A Lcom LEGAL WUKED BY. DRAWING NO. REFERENCE NO. TMM B-5686 011M Rm • SI= Authorization No.1772 SLWAM MO mApm PHWSL IRM OR; 3919 PG; 2644 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5687 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-1, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST COR I' .F F L T Q Cm, QUAIL WEST PHASE ill, UNIT THREE ACCORDING TO THE PLAT TH[IZAS RECORDI�PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC REC,60 Ss OF COLLIER COUNT FL:0RIDA; THENCE RUN N.82029'38"W., FOR A DISTANCE OF 25i EET TTTTTT THE,ROINT) D F BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE tN 63°12'03'�N , FOR 11 DISTANCE OF 7.01 FEET; 11 THENCE RUN N.30002'49'W , FOR AbIlls— '� ��1 -FEET9177T, TC A POi�VT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, ' HOEiAIIU�41�°�9'OQ"E., A DISTANCE OF 19.84 FEET THEREFROM; THENCE R N N'OFTH ETCRIL11'� NCTRC 'F SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1 84k T,, Y 0614- ENT AL,AfV %� OF 53057'59", SUBTENDED BY A CHORD OF 18.01 FEET AT BEARING OF N.43°32'"W , FOR,,,'/��STANCE OF 18.69 FEET TO THE END OF SAID CURVE; THEI��UN N.16°33'00"W , F A`DISTA(CE OF 14.45 FEET TO THE BEGINNING OF A TANGENTIAL CILAR CURVE, CONC r:,ASTI_RLY; THENCE RUN NORTHERLY ALONG THE ARC OF I 0URVE TO THE RIGHT) �44AV�NG A RADIUS OF 220.00 FEET, THROUGH A CENTRAL ANGLE OF 273�"r;SU,TENDfL$�ORD OF 105.45 FEET AT A BEARING OF N.02041'03"W., FOR A DISC" 4C QF 1� t f EE�,TO THE END OF SAID CURVE; THENCE RUN N.11 010'54"E., FOR A DISTAN8iZi w� THENCE RUN N.03026'37"E., FOR A DISTANCE OF 26.60 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 4.00 FEET, THROUGH A CENTRAL ANGLE OF 94°22'44", SUBTENDED BY A CHORD OF 5.87 FEET AT A BEARING OF N.50037'590E., FOR A DISTANCE OF 6.59 FEET TO THE END OF SAID CURVE; THENCE RUN S.82010'39'E., FOR A DISTANCE OF 2.84 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 74035'36", SUBTENDED BY A CHORD OF 12.12 FEET AT A BEARING OF N.60031'33'E., FOR A DISTANCE OF 13.02 FEET TO THE END OF SAID CURVE; THENCE RUN N.23013'45"E., FOR A DISTANCE OF 17.72 FEET; THENCE RUN N.49°58'35"E., FOR A DISTANCE OF 14.20 FEET; THENCE RUN N.24006'05"E., FOR A DISTANCE OF 5.52 FEET; THENCE RUN N.46047'44"E., FOR A DISTANCE OF 4.36 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.26013'17'E., A DISTANCE OF 6.18 FEET THEREFROM; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 6.18 FEET, THROUGH A CENTRAL ANGLE OF 121 °37'56', SUBTENDED BY A CHORD OF 10.79 FEET AT A BEARING OF S.55°24'19"E., FOR A DISTANCE OF 13.11 FEET TO THE END OF SAID CURVE; THENCE RUN S.58017'11 "W., FOR A DISTANCE OF 11.35 FEET; THENCE RUN S.36013'170W., FOR A DISTANCE OF 25.46 FEET; THENCE RUN S.19°41'03'W., FOR A DISTANCE OF HAI987U9B70241WP1P3 LEGALS-AMVIH HSLdoc Naples • Fort Myers • Venice ~ OR; 3979 PG; 2645 HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5687 Page 2 of 2 67.14 FEET; THENCE RUN S.05°02'31 "E., FOR A DISTANCE OF 45.22 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.70023'35'E., A DISTANCE OF 120.86 FEET THEREFROM; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 120.86 FEET, THROUGH A CENTRAL ANGLE OF 33024'05", SUBTENDED BY A CHORD OF 69.46 FEET AT A BEARING OF S.02054'231w., FOR A DISTANCE OF 70.46 FEET TO THE END OF SAID CURVE; THENCE RUN S.19°43'28"E., FOR A DISTANCE OF 35.02 FEET; THENCE RUN S.35023'11 "E., FOR A DISTANCE OF 14.26 FEET, TO THE POINT OF BEGINNING; CONTAINING 0.080 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 66, BLOCK M, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE,P�1'E.E0F AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIQA Ct , 1.1 IEERCOUNTY, FLORIDA AS BEING S.88 1917"W. HOLr,MQNfES, it �.e CERTIFICATE OF Alfff YFfI;QTIQN L #1772z, BY- 'c Thumv`NF. UR? yam, �I i 'fll ... STATE OF KOS . II HA1987\1987024\W IP3 LEGALS-AMWH3HSLdoc d+ �O CV a O'1 M a O NGRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. L9 L10 -� I C4 v I TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 L1 'POB CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 19.84 53'57'59" 18.01 N 43'32'00" W 18.69 C2 220.00 27'43'54" 105.45 N 02'41'03" W 106.48 C3 4.00 94'22'44" 5.87 N 50'37'59" E 6.59 C4 10.00 74'35'36" 12.12 N 60'31'33" E 13.02 C5 1 6.18 1 121'37'56" 10.79 N 55'24'19" W 13.11 C6 1 120.86 1 33'24'05" 69.46 1 S 02'54'23" W -7 WAIL WEST Pj+ASE, tW 'UNIT FIVE PB W-'-PGS 13'4447 POC SOUTHWEST CORNER, LOT 66, BLOCK M, QUAIL WEST PHASE III, UNIT THREE (PB 37, PGS 41-45) N 82-29138" W � 252.1s LINE TABLE LINE BEARING LENGTH L1 S 63*12'03" W 7.01 L2 N 30'02'49" W 12.42 L3 N 16*33*00" W 14.45 L4 N 11*10'54" E 46.63 L5 N 03'26'37" E 26.60 L6 I S 82'10'39" E 2.84 L7 N 23*13'45" E 17.72 L8 N 49'58'35" E 14.20 L9 N 24'06'05" E 5.52 L10 N 46'47'44" E 4.36 L11 S 58"17'11" W 11.35 L12 I S 36'13'17" W 25.46 L13 S 19'41'03" W 67.14 L14 S 05'02'31" E 45.22 L15 S 19'43'28" E 35.02 L16 S 3523'11" E 1 14.26 67 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PB 37, PGS 41-45 66 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PB 37, PGS 41-45 LEGEND SOUTH LINE LOT 66 - (BASIS OF BEARING) POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT * NOT A SURVEY SEC-TWN-RGE:8-48-26 950 Encore War NOT VAUD wffm PROJECT NO. Naples, FL 34110 Phone: (239) 254-2000 THE 31G 7w AND �° � SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87' 024 AMDRAWN DATE10�05 L O T Florida Certificate of OF A �p SLWAM IMMED BY. DRWING NO. A R N. TMM B-5687 'M Authorizatlon No.1772 AND YAppEg, PH3HSL r • - OR; 3979 PG: 2647 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5688 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-1, QUAIL WEST PHASE ill, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST COR F 0 _ 1� T i�' .0 # 11 QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT TkjEOF AS RECORDI"PLA T BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECOADS"OF COLLIER COUNT VFLORIDA; THENCE RUN N.89056'43"W., FOR A DISTANCE OF 141 EET TO THE OINT'OF B GINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE "11 °06'3 `VNk, FOR A, DISTANCE OF 19.51 FEET TO THE BEGINNING OF A TANGENTIAL t IR LILAC-, 'v Q�V �+IORTHERLY; THENCE RUN WESTERLY ALONG THE ARC O S 600V"E�'Tp TH'#iG I��/ /ING A RADIUS OF 5.50 FEET, THROUGH A CENTRAL ANGLE F 17420'?4", B AHR[ OF 9.86 FEET AT A BEARING OF S.75016'50"W., FOh-,_A D10-1, Qf ,T EET TO TI-I� ND OF SAID CURVE; THENCE RUN N.41002'58"W., F0197 DISTANCE OF 64 39 ,EET TO F 3:INT ON A CIRCULAR CURVE, �II CONCAVE SOUTHERLY, WHOSIUS POINT BEARS *�1°4,0'10 / A DISTANCE OF 54.58 FEET THEREFROM; THENCE RUN WEST ALONG THE ARCbAURVE TO THE LEFT, HAVING A RADIUS OF 54.58 FEET, THROUGH CENTRAL ANGLE OF 23°'' SUBTENDED BY A CHORD OF 22.68 FEET AT A BEARING OF N.70°1 3N FOR A DISTACF" 22.85 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTEkf T ER1NNORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING�A�01= 34.70 FEET, THROUGH A CENTRAL ANGLE OF 39009'25', SUBTENDED BY A CHORD OF 23.26 FEET AT A BEARING OF N.62.44'01 "W., FOR A DISTANCE OF 23.72 FEET TO THE END OF SAID CURVE; THENCE RUN N.43009'19'W., FOR A DISTANCE OF 30.22 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 60043'10", SUBTENDED BY A CHORD OF 10.11 FEET AT A BEARING OF N.12047'44"W., FOR A DISTANCE OF 10.60 FEET TO THE END OF SAID CURVE; THENCE RUN N.17°33'51 "E., FOR A DISTANCE OF 56.39 FEET; THENCE RUN N.70°29'54"E., FOR A DISTANCE OF 13.64 FEET; THENCE RUN N.84029'19"E., FOR A DISTANCE OF 14.12 FEET; THENCE RUN N.72000'540E., FOR A DISTANCE OF 29.60 FEET; THENCE RUN S.20029'43'E., FOR A DISTANCE OF 16.73 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.68040'18"E., A DISTANCE OF 40.84 FEET THEREFROM; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 40.84 FEET, THROUGH A CENTRAL ANGLE OF 52026'34', SUBTENDED BY A CHORD OF 36.09 FEET AT A BEARING OF S.04053'35-E., FOR A DISTANCE OF 37.38 FEET TO THE END OF SAID CURVE; THENCE RUN S.31 °06'53"E., FOR A DISTANCE OF 28.91 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 184.40 FEET, THROUGH A CENTRAL ANGLE OF 23005'47", SUBTENDED BY A CHORD OF 73.83 FEET AT A BEARING OF S.19033'59"E., FOR A HAI987\19B7024\WP1P3 LEGALS-AWPIMLdoc Naples • Fort Myers • Venice OR: 3979 PG: 2648 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5688 Page 2 of 2 DISTANCE OF 74.33 FEET TO THE POINT OF BEGINNING; CONTAINING 0.231 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 70, BLOCK M, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.82005'51'W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 ``ek` ''o KV MIN STATE OF FLORIDA HAI9871190702nWP1P3 LEGALS-A NWISLdoc : i M a O NGRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 5.50 127'20'24" 9.86 S 75*16'50" W 12.22 C2 54.58 23'59'03" 22.68 N 7019'13* W 22.85 C3 34.70 39'09'25" 23.26 N 62'44'01" W 23.72 C4 10.00 60'43'10" 10.11 N 12'47'44" W 10.60 C5 40.84 1 5226'34" 36.09 S 04'53'35" E 37.38 C6 1 184.40 1 23'05'47" 73.83 S 19'33'59" E 74.33 TRACT GC-1 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 f L5 L6 ' U V a TRACT F QUAIL WEST PHASE III, UNIT FIVE I q PB 39, PGS 34-47 C4 P..Y e� \ l_Cx J 1 N 8956'43" W 142.88' LINE TABLE LINE BEARING LENGTH L1 S 11'36'38" W 19.51 L2 N 41'02'58" W 64.39 L3 N 43'09.19" W 30.22 L4 N 17'33'51" E 56.39 L5 N 70'29'54" E 13.64 L6 N 84'29'19" E 14.12 L7 N 72'00'54" E 29.60 L8 S 20'29'43" E 16.73 L9 I S 31'06'53" E 28.91 70 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PB 37, PGS 41-45 POC SOUTHWEST CORNER, LOT 70, BLOCK M, QUAIL WEST PHASE III, UNIT THREE (PB 37, PGS 41-45) 35'51 " IN �o 69 BLOCK M, QUAIL WEST PHASE III, UNIT THREE PS 37, PGS 41-45 LEGEND ' POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT * NOT A SURVEY SEC-TWN-RGE: 8-48-26 950 Encore Way NOT VALD MII ax PROJECT NO. DRAM Naples, FL 34110 m SICN m AM' DATE 10/05 Phone: (239) 254-2000 mS011111im am SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87•024 OW ILEAL O T Florida Certificate of tED= SURVEYOR REFERENCE NO. Tmm B-5688 0M . MIIA . &M Authorization No.1772 gyp yApm, PH31SL 19m HOLE MONTES ENGINEERS• PLANNERS SURVEYORS OR: 3979 PG: 2650 950 Encore Way - Naples, Florida 34110 • Phone: 239.254.2000 - Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5689 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT F AND TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOfC P6EI34THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORf T � E R N, Q°24'39"W., ALONG THE WEST LINE OF SAID QUAIL WEST PHASE III, UNITf1� "1=0R A DISTANC E 438.37 FEET; THENCE RUN N.89-35'21"E., FOR A DISTANCE OF 666,,29 FEET TO THE POIN" " F BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THE S'AME'`BENG-AP.QI1 T O�LA CIR ULA9 CURVE, CONCAVE WESTERLY, WHOSE RADIUS PO��NT6EAJ4T"2°42'68"V1��, A DIST' CF OF 67.63 FEET THEREFROM; THENCE RUN NO tTH R X,ALQ T , -S,g CURVE TO THE LEFT, HAVING �'.," A RADIUS OF 67.63 FEET, THR ,'UG t ACE ' F AL A1*I , OF 9 '3 "SUBTENDED BY A CHORD OF 77.37 FEET AT A BEARING F N;0426'1 "Vff , Q A` i T ( QF 8 .37 FEET TO THE END OF SAID CURVE; THENCE RUN N.709' WI DSAWCE 0 70 tT; THENCE RUN S.57019'080E., FOR A DISTANCEl6.84 FEET TO THE IGINNING :A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; �Il-�.E RUN SOUTHER ', L NrG E ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF a FEET, THROUGH I CEu - ANGLE OF 83014'55", SUBTENDED BY A CHORD OF 46.5 E{,AT A BEARING OF S54Tfi40"E., FOR A DISTANCE OF 50.85 FEET TO A POINT OF REVERS R\%ONCAVE�SY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO TF E Lein, I VI IUS OF 214.43 FEET, THROUGH A CENTRAL ANGLE OF 38009'58', SUBTENDE6`F 140.21 FEET AT A BEARING OF S.06050'48'W., FOR A DISTANCE OF 142.84 FEET TO THE END OF SAID CURVE; THENCE RUN S.06013'03'E., FOR A DISTANCE OF 15.02 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.59°00'16"E., A DISTANCE OF 140.29 FEET THEREFROM; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 140.29 FEET, THROUGH A CENTRAL ANGLE OF 29°37'28", SUBTENDED BY A CHORD OF 71.73 FEET AT A BEARING OF S.45048'28"E., FOR A DISTANCE OF 72.53 FEET TO THE END OF SAID CURVE; THENCE RUN S.60037'12"E., FOR A DISTANCE OF 57.78 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 41 °21'48", SUBTENDED BY A CHORD OF 7.06 FEET AT A BEARING OF S.39056'180E., FOR A DISTANCE OF 7.22 FEET TO THE END OF SAID CURVE; THENCE RUN S.19015'24"E., FOR A DISTANCE OF 8.38 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 77028'500, SUBTENDED BY A CHORD OF 12.52 FEET AT A BEARING OF S.57059'490E., FOR A DISTANCE OF 13.52 FEET TO THE END OF SAID CURVE; THENCE RUN N.83015'460E., FOR A DISTANCE OF 16.24 FEET; THENCE RUN S.63032'300E., FOR A DISTANCE OF 55.76 FEET; THENCE RUN S.41 °37'26"E., FOR A DISTANCE OF 48.72 FEET; THENCE RUN S.31 °23'08"E., FOR A DISTANCE HA1987T1987024WVPW3 LEGALS-AMPHWSLdoc Naples • Fort Myers • Venice .4 t OR: 3979 PG: 2651 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5689 Page 2 of 2 OF 26.00 FEET; THENCE RUN S.22019'40"E., FOR A DISTANCE OF 16.58 FEET; THENCE RUN S.47°00'23"W., FOR A DISTANCE OF 28.28 FEET; THENCE RUN S.67012'19"W., FOR A DISTANCE OF 7.77 FEET; THENCE RUN S.87043'12"W., FOR A DISTANCE OF 8.45 FEET; THENCE RUN N.46030'51"W., FOR A DISTANCE OF 26.84 FEET; THENCE RUN N.53021'35"W., FOR A DISTANCE OF 35.78 FEET; THENCE RUN N.44057'32"W., FOR A DISTANCE OF 32.51 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.30042'49"W., A DISTANCE OF 325.28 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.28 FEET, THROUGH A CENTRAL ANGLE OF 22033'42", SUBTENDED BY A CHORD OF 127.26 FEET AT A BEARING OF N.70034'02"W., FOR A DISTANCE OF 128.09 FEET TO THE END OF SAID CURVE; THENCE RUN N.70031'33"W., FOR A DISTANCE OF 62.90 FEET; THENCE RUN N.46°32'24W., FOR A DISTANCE OF 15.21 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE Tfl THE-RJGHT, HAVING A RADIUS OF 7.00 FEET, THROUGH A CENTRAL ANGLE OF 121 °12'3 ";UI'f �Y A CHORD OF 12.20 FEET AT A BEARING OF N.14003'51"E., FOR A DIST C OF4.81"QT1E END OF SAID CURVE; THENCE RUN N.74°40'06"E., FOR A DISTANCE 0 2.50 FEET TO THE ING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTli�(ESTERLY; THENCE RU . NO THEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT HA L A ?tUS Q 40.00 THROUGH A CENTRAL z7lANGLE OF 79028'51 ", SUBTEND D BY A CHOIR Cam' 1.14 FEET AT A BEARING OF N.34055'41 "E., FOR A DISTANCE OF 55.49 FEET TOT ' r„fVf�,fi `�aA 3��C� '' -N`ENCE RUN N.04048'45W., FOR A DISTANCE OF 24.53 FEET; THENCbxRIN �19'S'37'1iV ;wOR�1 T4NGE OF 21.51 FEET; THENCE RUN N.03 30 05"W., FOR A DISI' N�� Q) 24, p Fk T, THENCE RUNIN. °32'46"E., FOR A DISTANCE OF 37.04 FEET TO A POINT ON A,ebl bd R RVE; C`ICA�% �A$ EFtLY, WHOSE RADIUS POINT BEARS N.82044'30"E., A DISTAN `E� 118.08 FEET THER*FRO M; -00 -NCE RUN NORTHERLY ALONG THE ARC OF SAID CURVt''HE RIGHT, HAVINi RA[1 •OF 118.08 FEET, THROUGH A CENTRAL ANGLE OF 27°52'10", S'NQED BY A CHORD O.f,7 BEET AT A BEARING OF N.06040'35-E., FOR A DISTANCE OF q ET TO THE POIN ,,bF,BEGINNING; CONTAINING 0.548 ACRE, MORE OR LESS.�.r THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.00°24'39"W. HOLE CERTf .C�IT9°bF AQ IZATION LB #1772 BY ` ~~ P.S.M. #5628 MHO A w Y STATE OF FLORIDA HAl98Al9870241WP1P3 LEGALS-AMWH34Ldoc NGRAPHIC SCALE so 0 40 so ( IN FEET ) 1 inch = 80 ft. 3 M M 0 O N N 89'35'21" E 656.29' TRACT F QUAIL WEST PHASE III, UNI PB 39, PGS 34-47 POC SOUTHWEST CORNER, QUAIL WEST PHASE III, UNIT FIVE (PB 39, PGS 34-47) LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT SEC-TVM-RGE: 8-48-26 o�TE AM 10/05 L "OT 16MLL) HT: OKAVONO NO. TMM 1 8-5689 DIM 'Uff' CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 67.63 69'46'33" 77.37 N 07'36'15" W 82.37 C2 35.00 83*14'55" 46.50 S 15'41'40" E 50.85 C3 214.43 38'09'58" 140.21 S 06'50'48" W 142.84 C4 140.29 29'37'28" 71.73 1 S 45'48'28" E 72.53 C5 10.00 7.06 S 39*56'18" E 7.22 C6 10.00 12.52 S 57'59'49" E 13.52 C7 325.28 127.26 N 70'34'02" W 128.09 C8 7.00 1 M85 12.20 N 14'03'51" E 14.81 C9 40.00 51.14 N 34'55'41" E 55.49 C10 118.08 56.87 N 06'40'35" E 1 57.44 TRACT GC-2 QUAIL WESTPHASE III, UNIT FIVE PB 39, PGS 34-47 E L5- L1 '3 L12 LINE TABLE LINE BEARING LENGTH L1 N 79'09'25" E 5.70 L2 S 5719'08" E 26.84 L3 S 06*13'03" E 15.02 L4 S 60*37'12" E 57.78 L5 S 19'15'24" E 8.38 L6 N 83*15'46" E 16.24 L7 S 63'32'30" E 55.76 L8 S 41'37'26" E 48.72 L9 S 31'23'08" E 26.00 L10 S 22*19'40" E 16.58 L11 S 47'00'23" W 28.28 L12 S 67'12'19" W 7.77 L13 S 87*43'12" W 8.45 L14 N 46'30'51" W 26.84 L15 N 53'21'35" W 35.78 L16 N 44'57'32" W 32.51 L17 N 70'31'33" W 62.90 L18 N 46'32'24" W 15.21 L19 N 74'40'06" E 12.50 L20 N 04'48'45" W 24.53 L21 N 19'57'37" W 21.51 L22 N 03'30'05" W 21.89 L23 N 06'32'46" E 37.04 * NOT A SURVEY 950 Encore Way OF VALID wmlour PROJECT 9U.- Naples, FL 34110 711 SIG 7w me $%.024 Phone: (239) 254-2000 SKETCH TO ACCOMPANY A LEGAL DESCRIPTION Florida Certificate of Authorization No.1772 AD MAM PHA OR: 3979 PG: 2653 HOLE MONTES ENGINEERS -PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254-2000 - Fax: 239.254.2075 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5690 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIL -WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOC;C 3 A S-34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FL A- t ��F �F��4'39"W., ALONG THE WEST LINE OF SAID QUAIL WEST PHASE III, UN1T=""*, FOR A DISTAk'`�,862.63 FEET; THENCE RUN N.89°35'21'E., FOR A DISTANCE QF 75"A0 FEET TO THE POII OF EGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCF,,AUN N:044-50,177W.,,FOR A` IS ANCE OF 130.78 FEET; THENCE RUN N.06048'16"E , FOA A 6ISt NOF, OF-34 51 'FEET TO HE�EGINNING OF A TANGENTIAL CIRCULAR CURVE, CONC4AVE*EN(E RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE f b H J 16 T; iAA I ( F� I S OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 91 °51'24" SIJ Tt N[ D B, A O-IC `R Z .5 FEET AT A BEARING OF N.52°43'58'E., FOR A DISTANC . O �°F� � 1 I� END � `1E? CURVE; THENCE RUN S.81 °20'20"E., FOR A DISTANCE' FA 1.22 FEET TO THE EGINNIN,G r A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTI=IY; THENCE RUN SOHASTfLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING ��IUS OF 10.00 FEET; FII 6 H A CENTRAL ANGLE OF 112005'190, SUBTENDED BY A CH 6'6F 16.59 FEET AT A BEY R OF S.25-17-41'E., FOR A DISTANCE OF 19.56 FEET TO THE E "�FAu? CURVE;;i sf Nt RUN S.30°44'59'W., FOR A DISTANCE OF 8.37 FEET TO THE BEGINN, 114 O �TA�EI T1 L CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY A6J Ht=J Ad-6F SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 81 °08'55', SUBTENDED BY A CHORD OF 32.52 FEET AT A BEARING OF S.09049'28'E., FOR A DISTANCE OF 35.41 FEET TO THE END OF SAID CURVE; THENCE RUN S.50023'56'E., FOR A DISTANCE OF 12.24 FEET; THENCE RUN S.37056'22'E., FOR A DISTANCE OF 24.84 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 51 °50'08", SUBTENDED BY A CHORD OF 8.74 FEET AT A BEARING OF S.63051'26"E., FOR A DISTANCE OF 9.05 FEET TO THE END OF SAID CURVE; THENCE RUN S.89046'30"E., FOR A DISTANCE OF 28.23 FEET; THENCE RUN S.54021'32'E., FOR A DISTANCE OF 12.99 FEET; THENCE RUN S.40014'00"E., FOR A DISTANCE OF 21.39 FEET; THENCE RUN S.46°12'42"E., FOR A DISTANCE OF 24.91 FEET; THENCE RUN S.66050'50'E., FOR A DISTANCE OF 20.47 FEET; THENCE RUN S.45°54'22"E., FOR A DISTANCE OF 20.44 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.17043'54'W., A DISTANCE OF 40.79 FEET THEREFROM; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 40.79 FEET, THROUGH A CENTRAL ANGLE OF 98012'31 0, SUBTENDED BY A CHORD OF 61.66 FEET AT A BEARING OF S.23009'500E., FOR A DISTANCE OF 69.91 FEET TO A POINT OF COMPOUND CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 101.53 FEET, THROUGH A CENTRAL ANGLE OF 35036'15', HA1987T198=4\WP\P3 LEGALS-AMIPH3KSLdoc Naples • Fort Myers • Venice OR: 3979 PG: 2654 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5690 Page 2 of 2 SUBTENDED BY A CHORD OF 62.08 FEET AT A BEARING OF S.43044'32W., FOR A DISTANCE OF 63.09 FEET TO THE END OF SAID CURVE; THENCE RUN S.60045'48W., FOR A DISTANCE OF 13.02 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.71 °26'51'W., A DISTANCE OF 62.49 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 62.49 FEET, THROUGH A CENTRAL ANGLE OF 130012'30', SUBTENDED BY A CHORD OF 113.36 FEET AT A BEARING OF N.83°39'24'W., FOR A DISTANCE OF 142.01 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 7.00 FEET, THROUGH A CENTRAL ANGLE OF 139032'05', SUBTENDED BY A CHORD OF 13.14 FEET AT A BEARING OF N.78059'36'W., FOR A DISTANCE OF 17.05 FEET TO THE END OF SAID CURVE; THENCE RUN N.09013'34'W., FOR A DISTANCE OF 66.79 FEET TO THE POINT OF BEGINNING; CONTAINING 0.620 ACRE, MORE OR LESS. V, Cot THIS PROPERTY SUBJECT TO EAS BEARINGS SHOWN HEREON R ACCORDING TO THE PLAT THE THE PUBLIC RECORDS OF COI HOLE MOkTES?1idC.-,�;-`a. -- CERTIFIOATE OpAtji*4d z" w' BY , 1 I Ir.p rpT "I. fir lT to I I ESTRICTIONS OF RECORD. BEST LINE OF OU IL W; DRDED N--PLAT BO K 30, FLO-RtDA AS\BEING , .06 S 8 Ek ",.x -46 P S - 5628' s STATE OF L'CR1Di T PHASE III, UNIT FIVE PAGES 34 THROUGH 47 OF 24'39"W. HA1987T1987024WP%P9 LEGALS-AMPHUSLdoc ESTRICTIONS OF RECORD. BEST LINE OF OU IL W; DRDED N--PLAT BO K 30, FLO-RtDA AS\BEING , .06 S 8 Ek ",.x -46 P S - 5628' s STATE OF L'CR1Di T PHASE III, UNIT FIVE PAGES 34 THROUGH 47 OF 24'39"W. HA1987T1987024WP%P9 LEGALS-AMPHUSLdoc LA -lb L9-1, LG N Ls. Ql M 9; i t NGRAPHIC SCALE 60 0 30 60 ( IN FEET ) {� 1 inch = 60 ft. H Z W (7 N z aw x � � f POB N 89-35'21" 475.10' .' TRACT F QUAIL WEST PHASE III, UNIT FIVE so PB 39, PGS 34-47 N N POC SOUTHWEST CORNER, QUAIL WEST PHASE III, UNIT FIVE (PB 39, PGS 34-47) LEGEND \ POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT SEC-TMN-RGE: 8-48-26 DRAWN Or DATE AM 10/05ISIMED BY' DRAWING NO. L O T TMM 8-5690 DIM MR. am * NOT A SUR 950 Encore Way NOT VAW WMKKrr Naples, FL 34110 THE 9=7UK AND Phone: (239) 254-2000 71101111 AI RAISM Florida Certificate of SIX Of A FLOM Authorization No.1772 A10 YIIPPEit. TRACT GC-2 QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 v G / v LINE TABLE LINE BEARING LENGTH L1 N 04*50'17" W 130.78 L2 N 06*48*16" E 34.51 L3 S 81'20'20" E 11.22 L4 S 30*44*59" W 8.37 L5 S 50'23'56" E 12.24 L6 S 37'56'22" E 24.84 L7 S 89*46*30" E 28.23 L8 S 54'21'32" E 12.99 L9 S 40"14'00" E 21.39 L10 S 46'12'42" E 24.91 L11 S 66050'50" E 20.47 L12 S 45'54'22" E 20.44 L13 S 60'45'48" W 13.02 L14 I N 09"13'34" W 66.79 TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 15.00 91'51'24" 21.55 N 52'43'58" E 24.05 C2 10.00 112'05'19" 16.59 S 25*17'41" E 19.56 C3 25.00 81'08'55" 32.52 S 09'49'28" E 35.41 C4 10.00 51'50'08" 8.74 S 63*51'26" E 9.05 C5 1 40.79 1 98*12'31" 61.66 S 23'09'50" E 69.91 C6 101.53 35'36'15" 1 62.08 IS 43'44'32" W 63.09 2 62.49 i 130*12'30" 1 113.36 1 N 83'39'24" W 142.01 18 7.00 139'32'05" 1 13.14 1 N 78'59'36" W 17.05 SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024 ERENCE N PH3KSL OR: 3979 PG: 2656 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 - Phone: 239.254.2000 • Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #B-5691 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT F AND TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIJ ..WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT SO� -3 P THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORI ;T,.. CE R4'39"W., ALONG THE WEST LINE OF SAID QUAIL WEST PHASE III, UNIT' 1=0R A DISTANC�f71290.96 FEET; THENCE RUN N.89035'21"E., FOR A DISTANCE O 4 3 4 FEET TO THE POIN CF GINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RU �:08°20'2�."E , FOR A D TAi`10E OF 30.98 FEET TO THE BEGINNING OF A TANGENTIAL (IRC.1JSO THELY; THENCE RUN EASTERLY ALONG THE ARC OFF SAIf %��/ HAV NG RADIUS OF 6.00 FEET, THROUGH A CENTRAL ANGLE OF f 7° 1' ", S ENC Q) H'ORI) OF 11.19 FEET AT A BEARING OF N.77°11'10'E., FOR [ S AI E F=14�.42 #EETe O TH En D OF SAID CURVE; THENCE RUN S.33°58'00"E., FOR A DISTNC,��6.6Tk�NCE� a07'23"E., FOR A DISTANCE OF 24.27 FEET; THENCE RUNS' 4'48"E., FOR A DIST CE pF 1,0 �3 `FEET; THENCE RUN S.83018'38"E., FOR A DISTANCE '57 FEET; THE N1`77 46 "E., FOR A DISTANCE OF 13.07 FEET; THENCE RUN S.87°0" FOR A DISTANCE`(�F, 1.2$ EET; THENCE RUN S.06015'16"W., FOR A DISTANCE O 8,7� FEET TO THE BEG0 II� OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLLY-;;�� E EIQ_SOUT'I TERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS QQF,,0r' 0 FE� 1hbU' GH A CENTRAL ANGLE OF 61 °02'30', SUBTENDED BY A CHORD OF 7.11 `PtI�-' =A' RING OF S.36046'31'W., FOR A DISTANCE OF 7.46 FEET TO THE END OF SAID CURVE; THENCE RUN S.67017'46'W., FOR A DISTANCE OF 26.29 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 57°41'12", SUBTENDED BY A CHORD OF 24.12 FEET AT A BEARING OF S.38027'10"W., FOR A DISTANCE OF 25.17 FEET TO THE END OF SAID CURVE; THENCE RUN S.09036'34"W., FOR A DISTANCE OF 3.48 FEET; THENCE RUN S.29012'38"W., FOR A DISTANCE OF 9.83 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 57029'20", SUBTENDED BY A CHORD OF 14.43 FEET AT A BEARING OF S.57057'18"W., FOR A DISTANCE OF 15.05 FEET TO THE END OF SAID CURVE; THENCE RUN S.86°41'58'W., FOR A DISTANCE OF 15.95 FEET; THENCE RUN N.66043'03'W., FOR A DISTANCE OF 15.75 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 9.00 FEET, THROUGH A CENTRAL ANGLE OF 82008'03', SUBTENDED BY A CHORD OF 11.82 FEET AT A BEARING OF N.25039'01 NW., FOR A DISTANCE OF 12.90 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 270.93 FEET, THROUGH A CENTRAL ANGLE OF 19020'40", SUBTENDED BY A HA198T1967024WVPP3 LEQV_S-ALfPH3LSL.doc Naples - Fort Myers • Venice ,, , OR: 3979 PG: 2657 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5691 Page 2 of 2 CHORD OF 91.04 FEET AT A BEARING OF N.05044'40"E., FOR A DISTANCE OF 91.47 FEET TO THE POINT OF BEGINNING; CONTAINING 0.197 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.00°24'39"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 RIDA HA198T19 M4WPIP3 LEGALS-AMIPH&SLdoc N GRAPHIC SCALE CURVE TABLE 60 0 30 so CURVE RADIUS DELTA CHORD BEARING LENGTH Ct 6.00 137'41'39" 11.19 N 77'11'10" E 14.42 C2 7.00 61'02'30" 7.11 S 36'46'31" W 7.46 ( IN FEET ) C3 25.00 57'41'12" 24.12 S 38'27'10" W 25.17 C4 15.00 57'29'20" 14.43 S 57"57'18" W 15.05 1 inch = 60 ft. C5 9.00 1 82'08'03" 11.82 N 25'39'01" W 1 12.90 C6 270.93 19'20'40" 91.04 N 05'44'40" E 91.47 H Z TRACT F =.. QUAIL WEST PHASE III, UNIT FIVE LINE TABLE z PB 39, PGS 34-47 LINE BEARING LENGTH Q L1 N 08'20'21" E 30.98 am L2 S 33'58'00" E 26.96 TRACT GC-2 L3 S 61'07'23" E 24.27 N QUAIL WEST PHASE III, UNIT FIVE L4 S 66'34'48" E 10.43 O J f PB 39, PGS 34-47 L5 S 83'18'38" E 7.57 1n y w L6 I N 77-3528" E 13.07 a Q m 6 L7 S 87'09'01" E 11.26 .. L8 S 06*1516" W 48.71 r°y. << L9 S 67'17'46" W 26.29 W M i r� ' L10 S 09'36'34" W 3.48 7 "1 , L11 S 29'12'38" W 9.83 P0g\v �3 M °E L12 S 86'41'58" W 15.95 W € t _ L5 L13 N 66'43'03" W 15.75 N 89'35'21" 493.24' M Of o M POC SOUTHWEST CORNER, QUAIL WEST z PHASE III, UNIT FIVE ,(PB 39, PGS 34-47) C4 i Ij v j TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT * NOT A SURVEY SEC-TYM-RGE: 8-48-26 950 Encore Way NOT VAtD WffH( ff PROJECT NO. DRAW : DATE Naples, FL 34110 THE S M IM AND 87"024 Au 10/05 Phone: (239) 254-2000 � TloImm am SKETCH TO ACCOMPANY A LEGAL DESCRIPTION =ED BY: 1DRAVANG NO.L O T Florida Certificate of �gp SIIROMMREFERENCE NO. Tau B-5691 Dm • Rr111fRS • SUIVE1015 Authorization No.1772 AND NMppl, PH3LSL .� ►- Imm OR; 3979 PG; 2659 HOLE MONTES ENGINEERS - PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 LEGAL DESCRIPTION: HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5692 Page 1 of 2 A PARCEL OF LAND LOCATED IN A PORTION OF TRACT F AND TRACT GC-1, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT-83,BLOCK M, QUAIL WEST PHASE 111, UNIT FOUR ACCORDING TO THE PLAT THEREOF- n , . Q D �.N PLAT BOOK 37, PAGES 73 THROUGH 76 OF THE PUBLIC RECORDS OF COIL R��Y,THENCE RUN S.89°28'16'VN., FOR A DISTANCE OF 348.65 FEET TO THE, ' ��UF BEGINNING I� f I PARCEL OF LAND HEREIN DESCRIBED, THE SAME BEING A I P'T"ON A CIRCULAR CUF F, G NCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS 1% 3044!4"W ; A DISTANCE OF 1 , .00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONC,/THi ARC'�,SAID,CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENT, iAL aN Ofi 14%$U T E BY A CHORD OF 19.84 FEET AT A BEARING OF S.56°34'41 ' ., Fi R A 6ST 1 3 8. 1 fi0 A POINT OF COMPOUND CURVE, CONCAVE NORTHER -TER Y TH, N E iI N I FIT �E T RL`�', ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVIN q0 E�ET, T�U� CENTRAL ANGLE OF 30°10'52", SUBTENDED BY A CF� OF 134.86 FEET A BERII� N.25°30'06'VV., FOR A DISTANCE OF 136.43 FEET TO ."ioiNT ON A CIRCULAR RVE,C k AVE EASTERLY, WHOSE RADIUS POINT BEARS N.79°00'35�1�iDISTANCE OF 11 1��REFROM; THENCE RUN NORTHERLY, ALONG THE ARC O AID CURVE TO THE RIGHT HAVING A RADIUS OF 11.61 FEET, ��Y THROUGH A CENTRAL ANGLE OF 6 Ofl SU.BTENQEA HORD OF 12.65 FEET AT A BEARING OF N.22000'35'E., FOR A DIS�A�tIC L F;1 :3&THE END OF SAID CURVE; THENCE RUN N.08005'25"E., FOR A DISTANCE OF 31.78€! T THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 63017'26', SUBTENDED BY A CHORD OF 10.49 FEET AT A BEARING OF N.23033'18-W., FOR A DISTANCE OF 11.05 FEET TO THE END OF SAID CURVE; THENCE RUN N.55012'01 NV., FOR A DISTANCE OF 21.39 FEET; THENCE RUN N.37001'00"W., FOR A DISTANCE OF 10.14 FEET; THENCE RUN N.10059'36"W., FOR A DISTANCE OF 27.66 FEET; THENCE RUN N.01°18'17'W., FOR A DISTANCE OF 6.37 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.69028'15'E., A DISTANCE OF 18.11 FEET THEREFROM; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 18.11 FEET, THROUGH A CENTRAL ANGLE OF 144058'46", SUBTENDED BY A CHORD OF 34.54 FEET AT A BEARING OF S.86058'520E., FOR A DISTANCE OF 45.82 FEET TO THE END OF SAID CURVE; THENCE RUN S.14029'29'E., FOR A DISTANCE OF 19.82 FEET; THENCE RUN S.33001'23"E., FOR A DISTANCE OF 23.00 FEET; THENCE RUN S.14016'07'E., FOR A DISTANCE OF 53.89 FEET; THENCE RUN S.04002'03"E., FOR A DISTANCE OF 13.97 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS S.83054'090E., A DISTANCE OF 128.77 FEET THEREFROM; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 128.77 FEET, THROUGH A CENTRAL ANGLE OF 32°20'57", SUBTENDED BY A CHORD OF 71.74 FEET AT A BEARING OF S.10004'37"E., FOR A DISTANCE OF 72.70 FEET TO THE END OF HA1WA1W7W4WVP1P3 LEGALS-AWH3MSLdoc Naples • Fort Myers • Venice OR: 3979 PG: 2660 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5692 Page 2 of 2 SAID CURVE; THENCE RUN S.26015'06"E., FOR A DISTANCE OF 44.96 FEET TO THE POINT OF BEGINNING; CONTAINING 0.181 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 83, BLOCK M, QUAIL WEST PHASE III, UNIT FOUR ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 73 THROUGH 76 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING S.89035'53"W. kiOLE.MONTES,- INC �' CE�M06ATE O'f AUTHORIZATION LB #1772... YAW .�: T�IOMASJ A. Ml P.S.M. STATE O FLOO IDA HA1987T1987024\WPW3 LEGALS-AMWH3MSLdoc NGRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch — 60 ft. C r \ I � J C3 co n ` �a TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 10.00' 165'39'34" 19.84' S 56'34'41" W 28.91' C2 259.00' 30*10'52" 134.86' N 25'30'06" W 136.43' C3 11.61' 66'00'00" 12.65' N 22'00'35" E 13.38' C4 10.00' 63*17'26" 1 10.49' N 23*33'18" W 11.05' C5 18.11' 144'58'46" 34.54' S 86'58'52" E 45.82' C6 128.77' 32'20'57" 1 71.74' S 10'04'37" E 72.70' C-1 a QUAILI WEST"Pf4-A E III, UNIT FIV[=r 3 PB;`39 -Pf.§ 34-47 l- POC LOB SOUTHWEST CORNER, LOT 83, BLOCK M, (PB 37, PGS 73-76) S 89'28'16" W 348.65' LINE TABLE LINE DIRECTION DISTANCE L1 N 08'05'25" E 31.78' L2 N 55*12'01" W 21.39' L3 N 37'01'00" W 10.14' L4 N 10'59'36" W 27.66' L5 N 01"8'17" W 6.37' L6 S 14'29'29" E 19.82' L7 S 33'01'23" E 23.00' L8 S 14"16'07" E 53.89' L9 S 04'02'03" E 13.97' L10 S 26'15'06" E-1 44.96' 84 BLOCK M, QUAIL WEST PHASE 111, UNIT FOUR PS 37, PGS 73-76 83 BLOCK M, QUAIL WEST PHASE III, UNIT FOUR PS 37, PGS 73-76 SOUTH LINE LOT 83 - (BASIS OF LEGEND 82 POC POINT OF COMMENCEMENT BLOCK M, I POB POINT OF BEGINNING QUAIL WEST PHASE III, UNIT FOUR P.E. PRESERVE EASEMENT # # NOT A SURVEY PS 37, PGS 73-76 SEC-TMM-RGE:8-48-26 950 Encore Way NOT VALD w11H0U1 PROJECT NO. Naples. FL 34110 Phone: (239) 254-2000 THE SWATU1E AM SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87•024 DRAWN Or AM °A� 10/05 L O T Florida Certificate of SEAL OF A FU)WA LKSM Nw4m REFERENCE NO. TMM B-5692 D$ • MNI - SUIVEIpS Authorization No.1772 ANO MAppER, PH3ASL OR; 3979 PG; 2662 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way - Naples, Florida 34110 - Phone: 239.254.2000 - Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5693 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT GC-1, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: .�' . COMMENCE AT THE SOUTHWEST C OF LOT 84, BCO� QUAIL WEST PHASE III, UNIT FOUR ACCORDING TO THE PLAT 711Hi4bF AS RECORDED IeN CA BE RUN 37, PAGES 73 THROUGH 76 OF THE PUBLIC RECORDS OF1'COLbER,0-0UNTY, FL RID& E N S.89043'39"W., FOR A DISTANCE OF 308.84 FEET TO THE 0OIN'Tr BE BE ,1NNI F TH PA CEL OF LAND HEREIN DESCRIBED, THE SAME BEING,'A P�(N,�A fO��mEi,C ONAVE NORTHWESTERLY, WHOSE RADIUS POINT BEAR S 8#, "6 W. ADI'S I �O FE T THEREFROM; THENCE RUN SOUTHWESTERLY ALON THE I RCF SAID) U t' E RIG' HAVING A RADIUS OF 9.00 FEET, THROUGH A CENT ALC"Fi.SU6E1D�l(A CHORD OF 11.31 FEET AT A BEARING OF S.32°5T20"W;CR A DISTANCE OF 23 FEET T'�7HE END OF SAID CURVE; THENCE RUN S.71 °53'05"W., F01,bISTANCE OF 16 47 TO T�''BEGINNING OF A TANGENTIAL CIRCULAR CURVE, aAVE NORTHEAST'Y;,,' EOCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE bF E RIGHT, HAVING A Fd1liS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 96018'44", SUB N`DiD,BY A CHOFii) ( c1 1460 FEET AT A BEARING OF N.59057'33"W., FOR A DISTANCE OF 33?�F� TOf�Ttg[1�irOF SAID CURVE; THENCE RUN NA 1 °48'11 "W., FOR A DISTANCE OF 31.28 FEET�T Eft e E f UN N.20004'47"W., FOR A DISTANCE OF 20.28 FEET; THENCE RUN NA 1 °36'19"W., FOR A DISTANCE OF 33.33 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 8.00 FEET, THROUGH A CENTRAL ANGLE OF 8400617", SUBTENDED BY A CHORD OF 10.72 FEET AT A BEARING OF N.30026'200E., FOR A DISTANCE OF 11.74 FEET TO THE END OF SAID CURVE; THENCE RUN N.72028'59"E., FOR A DISTANCE OF 41.60 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.00 FEET, THROUGH A CENTRAL ANGLE OF 106°21'23', SUBTENDED BY A CHORD OF 27.22 FEET AT A BEARING OF S.54°20'20"E., FOR A DISTANCE OF 31.56 FEET TO THE END OF SAID CURVE; THENCE RUN S.01 009'38"E., FOR A DISTANCE OF 17.04 FEET; THENCE RUN S.08°38'35W., FOR A DISTANCE OF 16.35 FEET; THENCE RUN S.00037'22"E., FOR A DISTANCE OF 34.32 FEET; THENCE RUN S.05°58'24"E., FOR A DISTANCE OF 21.11 FEET, TO THE POINT OF BEGINNING; CONTAINING 0.144 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. HA198T1987024WP,P3 LEGALSAMVIHMSLdoc Naples - Fort Myers - Venice OR: 3979 PG: 2663 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5693 Page 2 of 2 BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF LOT 84, BLOCK M, QUAIL WEST PHASE III, UNIT FOUR ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 73 THROUGH 76 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING S.89035'53'W. HOLE 'M"T,ON. MONTHS, INC. QERTIFICATE �0,UTHpRIZATION LB #1772 B' - - ik WL- -!" - A P.S.M. #5628 Y.- - - T Om9$;6A.:MURPF`IY STATE OF FLORIDA r-N 1, \� J A HAMA1987024 MT3 LE-GALS-AMVtMSLd0c GRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 ft. TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 9.00' 77'51'29" 11.31' S 32'57'20" W 12.23' C2 20.00' 96*18'44" 29.80' N 59'57'33" W 33.62' C3 8.00' 84*05'17" 10.72' N 30'26'20" E 11.74' C4 1 17.00' 1 106'21'23" 1 27.22' S 54'20'20" E 31.56' )D yy�� a' kj'ra�z',p F ` srsk f DI S 'J I r POC CORNER, LOT 84, BLOCK M, WEST PHASE III, UNIT FOUR (PB 37, PGS 73-76) LINE TABLE LINE DIRECTION DISTANCE L1 S 71'53'05" W 16.47' L2 N 11*48'11" W 31.28' L3 N 20'04'47" W 20.28' L4 N 11'36'19" W 33.33' L5 N 72'28'59" E 41.60' L6 S 01'09'38" E 17.04' L7 S 08'38'35" W 16.35' L8 S 00'37'22" E 34.32' L9 S 05'58'24" E 21.11' 84 BLOCK M, QUAIL WEST PHASE III, UNIT FOUR PS 37, PGS 73-76 SOUTH LINE LOT 84 — (BASIS OF BEARIN 83 BLOCK M, QUAIL WEST PHASE III, UNIT FOUR PS 37, PGS 73-76 LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING P.E. PRESERVE EASEMENT * NOT A SURVEY SEC-TWN-RGE:8-48-26 950 Encore Way NOT VALID MAIHWT PROJECT NO. DRAWN Naples. FL 34110 THE SIrNI�►AK AM AM ' o"� 10/05 Phone: (239) 254-2000 wormw FtAm SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87•024 DRAWINGMMED BY- L O T Florldo CerHflcafe of LX8gD S VE= REFERENCE NO. TMM 8-5693 om ' um - am Authorization No.1772 AND YA"E1L PH3NSL OR: 3979 PG: 2665 HOLE MONTES OGNM - RAWAM • WRVEYORS LANDSCAPE ARCH(TEcW 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2099 HM PROJECT #1987024 10/18/2005 REF. DWG. #13-5715 Page 1 of 1 LEGAL DESCRIPTION: TRACT O, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT O, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CO F NI= jai QL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF rt RECORDED IN r NOK 37, PAGES 41 THROUGH 45 OF .. THE PUBLIC RECORDS OF COIL LI�C LINTY, FLORIDA; TH BEING THE BEGINNING OF A CIRCULAR CURVE, CONCAVE WEST,,, ,,.,WKQSE RADIUS P 0 I TBEARS S.89035'53W., A DISTANCE OF 410.00 FEET THEAEF OIL.• OCE-RUNT pRTHE iLY'\ALONG THE WEST LINE OF SAID TRACT O AND ALONG THE ARC, F AI QU`AV/E O THE LEFT, HAVING A RADIUS OF 410.00 FEET, THROUGH A CENTRAL ANGLE Ofi\ 4412`'�t-i-TE41bDA CHORD OF 111.90 FEET AT A BEARING OF N.08014'43"W., FOR A DITAIWCF OF 1ETO HEOINT OF BEGINNING OF THE PARCEL OF LAND HERE11D,� BEIf5 A PN OF COMPOUND CURVE, CONCAVE WESTERLY; THENC"UN'NORTH LY, AUQ TLINE OF SAID TRACT O AND ALONG THE ARC OF SAID CURE 10 THE LEFT, HAVIN RADIUSE 410.00 FEET, THROUGH A CENTRAL ANGLE OF 01°23'49", 9b TENDED BY A CHOROOF'1 QO",BEET AT A BEARING OF N.16047'13"W., FOR A DISTANCE Ilid 00 FEET TO THE END O.F SAID CURVE; THENCE RUN N.72004'080E., FOR A DISTANCE OF �l� T TO A POINT S IRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT 8EAA$t � "©22`1 y,'AOfSTANCE OF 410.00 FEET THEREFROM; THENCE RUN SOUTHERLY' AL ki OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410.00 FEET, THROUGH A CENTRAL ANGLE OF 01 023'51 ", SUBTENDED BY A CHORD OF 10.00 FEET AT A BEARING OF S.17055'52"E., FOR A DISTANCE OF 10.00 FEET TO THE END OF SAID CURVE; THENCE RUN S.72006'18"W., FOR A DISTANCE OF 10.20 FEET TO THE POINT OF BEGINNING; CONTAINING 0.002 ACRE, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE EAST LINE OF TRACT O, QUAIL WEST PHASE III, UNIT THREE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 41 THROUGH 45 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING S.00024'07"E. TOTAL PROPERTYA#9A r-"IF. `�APRES, MORE OR LESS. r fq HOLE MONTES; CERTIFICATE OF AIiIORIZATI0ifC0#1772 S i ,ti oe 41" BY K . :, P.S.M. #6130 Fft F R STATE OF FLORIDA HA1987T1967024\WPW3 LEGALS-AWH30SL.doc Naples • Fort Myers • Venice �o N H Ld Ld N Ld Z J a CZ J C� CAA POB DETAIL (NOT TO SCALE) S 00'24'07" E EAST LINE of PH 2895.20'l BASIS -BEARING) �m C1 u� r �6 C� POC POB SOUTHEAST CORNER, TRACT 0, kl<r} QUAIL WEST PHASE 111, UNIT THREE TRACT 0 A• f r� ,°tea (PB 37, PGS 41-45) QUAIL WEST PHASE III, UNIT THREE1' . PS 37. PGS 41-45 I NOTE: SEE SHEET THREE FOR CURVE AND LINE DATA G6 LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING * NOT A SURVEY * SHEET 1 OF 3 SEC-TWN-RGE: e-48-26 950 Encore Way NOT VAW WHIM PROJECT NO.DRAW Naples. FL 34110 THE Smvm AND 87.024 Or DAQB-5715 AM L O T Phone: (239) 254-2000 Florida Certificate of �°OF A � t1I2119m 30RVE1tOR SKETCH TO ACCOMPANY A LEGAL DESCRIPTION ZMKED BY. DR NO. ,ILR S ' hN1E1S' SIAVEipli Authorization No.1772 AM yAIVOL PH30SL r— %o N �i 0, m IEAST S 00*24'07" E UNE OF WAIL WEST PHASE 01. NIT THREE 2895.20'(BASS OF BEARING) M M LL_ p p M r W C8e t d _ TRACT 0 = y QUAIL WEST PHASE III, UNIT THREE N PS 37, PGS 41-45 `> W J J U I U Q ' w Qc I k G n N 02'39'35" E 452.97' - C6 NOTE: SEE SHEET THREE FOR CURVE AND LINE DATA LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING SEC-TM-RGE: B-48-26 DRAWN BY: DATE AM 10/05IMMED Or DRAWING NO. L O T JIR 8-5715 -um-51 Encore Way Naples, FL 34110 Phone: (239) 254-2000 Florida Certificate of Authorizaflon No.1772 NOT VALID wIINOUr THE S MTINE AND THE GBICNIAI RAISED SEAL OF A f1ARDA LICENSED SINK= AND YAPPER. SHEET 2 OF 3 SKETCH TO ACCOMPANY A LEGAL DESCRIPTION 87.024 PH30SL ' N � O O T w n a LINE TABLE LINE DIRECTION DISTANCE L1 S 72*06'18" W 10.20' L2 N 72'04'08" E 10.00' C10 CURVE TABLE'S CURVE RADIUS DELTA CHORD BARING JI j-ENGT C1 410.00' 15*41'12" 111.90' N "'j, 12.2 C2 410.00' 01123'51" 10.00' S 4" ' '`•52" °E _ 57T0.0 ' C3 410.00' 08*54'14" 63.65 N 2i-' 61,.. W ((. 3.7 � 1 C4 440.00' 20*07'14" 153 6-f9`4e1 54.5 C5 510.00' 33'07'40" 290.79' N 22'49'Si3," W — - C6 440.00' 42'03'24" 315.77' N 18'22'07" w H 322.9 C7 440.00' 31'47'08" 240.98' N 18'33'09" E 244.10' C8 660.00' 36'31'50" 413.71' N 16*10'48" E 420.80' C9 740.00' 18'03'45" 232.32' N 06'56'46" E 233.29' C10 1270.00' 16'22'46" 361.81' N 07*47'16" E 363.06' C11 410.00' 01'23'49" 10.00' 1 N 16'47'13" W 10.00' '07" E TRACT 0 WEST PHASE III, UNIT THREE ;. PS 37, PGS 41-45 N 02'05'07" W 333.42' EAST UNE OF I cV C8 w w 2^ 1! / LEGEND POC POINT OF COMMENCEMENT POB POINT OF BEGINNING * NOT A SURVEY * SHEET 3 OF 3 SEC—TWN—RGE: B-48-26 950 Encore Way NOT VAID M1110A PROJECT NO.' Naples. FL 34110 THE SWAIM $7'024 AM 10/05 Phone: (239) 254-2000 DRAWN BY. DATE SKETCH TO ACCOMPANY A LEGAL DESCRIPTION TRC K Y: L "OT Florida Certificate of LKEM Su"m REFERENCE NO. SIX OF A FUM JLR B-5715 EIm • PI m • SUlVElpS Authorization No.1772 1YO yAppFR, PH-14M oil" OR; 3919 PG: 2669 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239.254.2075 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5694 Page 1 of 2 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF TRACT F AND TRACT GC-2, QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT SOUTHWEST CORNER OF QUAIL. WESTxPHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT �3 P"AG343HROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLQ�r Tf�fCE R N24'39"W., ALONG THE WEST LINE OF SAID QUAIL WEST PHASE III, UNk fl e FOR A DISTAN 408.43 FEET; THENCE RUN N.89035'21 "E., FOR A DISTANCE OF 9FEET TO THE POIN �nF EGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE iU N:25° '43°ll1(.. F R A DISTANCE OF 21.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCOLA VE � ONZ`A�VE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG THE'All OF; AIP R q� a IGH , HAVING A RADIUS OF 40.00 FEET, THROUGH A CENTRAL gNGl E CIF 03° 9' 7SOOT,�E "B ( A CHORD OF 62.89 FEET AT A BEARING OF N.26046'01 "E., FORS ,IS AN E OF 7 .�Tf =ETC ,, OtHIELEND OF SAID CURVE; THENCE RUN N.78035'44"E., FOR A DISTA�N2?k�C4 P d�NAIRCULAR CURVE, CONCAVE NORTHWESTERLY, E RADIUS POINT GEARS N.060"26"W., A DISTANCE OF 60.00 FEET THEREFROM; THENCE RU1, . THEASTERLY ALONGTHE AL: OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 F THROUGH A CENTRAL-` 1ikE OF 49025'17", SUBTENDED BY A CHORD OF 50.16 FEET AT A Al OF N.56°26'S5"E �° F�;;a4 DISTANCE OF 51.75 FEET TO THE END OF SAID CURVE; THENCE 14','E ��a�ASTANCE OF 27.96 FEET; THENCE RUN N.53035'52"E., FOR A DISTANCE 0 42, am;IT I�+1CI�UN S.49037'21 "E., FOR A DISTANCE OF 181.69 FEET; THENCE RUN S.40035'08"E., FORµ bfSTANCE OF 14.99 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 71.28 FEET, THROUGH A CENTRAL ANGLE OF 56019'08", SUBTENDED BY A CHORD OF 67.28 FEET AT A BEARING OF S.68044'42"E., FOR A DISTANCE OF 70.07 FEET TO THE END OF SAID CURVE; THENCE RUN S.22026'50"W., FOR A DISTANCE OF 12.84 FEET; THENCE RUN S.01 029'30"W., FOR A DISTANCE OF 87.51 FEET; THENCE RUN S.02°37'06"E., FOR A DISTANCE OF 117.18 FEET; THENCE RUN S.05059'22"E., FOR A DISTANCE OF 57.32 FEET; THENCE RUN S.13014'58"E., FOR A DISTANCE OF 36.57 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 154035'29", SUBTENDED BY A CHORD OF 19.51 FEET AT A BEARING OF S.64002'46"W., FOR A DISTANCE OF 26.98 FEET TO THE END OF SAID CURVE; THENCE RUN N.38039'30"W., FOR A DISTANCE OF 32.09 FEET; THENCE RUN N.21 °34'15"vV., FOR A DISTANCE OF 50.00 FEET; THENCE RUN N.3400111 "W., FOR A DISTANCE OF 34.90 FEET; THENCE RUN N.43015'34"W., FOR A DISTANCE OF 26.70 FEET; THENCE RUN N.6402521'W., FOR A DISTANCE OF 19.04 FEET; THENCE RUN N.46027'26'W., FOR A DISTANCE OF 36.84 FEET; THENCE RUN N.70002'40"W., FOR A DISTANCE OF 24.00 FEET; THENCE RUN N.51 °08'10"W., FOR A DISTANCE OF 28.64 FEET; THENCE RUN N.44047'520W., FOR A DISTANCE OF 41.27 FEET; THENCE RUN N.62052'59"W., FOR A DISTANCE OF 12.96 FEET; THENCE RUN N.78013'42"W., FOR A HA19BA198702AWP1P3 LEGALS-AWPH3PSLdoC Naples • Fort Myers - Venice OR; 3979 PG; 2670 HM PROJECT #1987024 10/14/2005 REF. DWG. #13-5694 Page 2 of 2 DISTANCE OF 38.43 FEET; THENCE RUN N.69006'14"W., FOR A DISTANCE OF 36.20 FEET; THENCE RUN N.46029'23"W., FOR A DISTANCE OF 32.88 FEET; THENCE RUN N.32012'390W., FOR A DISTANCE OF 20.61 FEET; THENCE RUN N.47031'52"W., FOR A DISTANCE OF 27.14 FEET; THENCE RUN N.40037'46W., FOR A DISTANCE OF 24.14 FEET TO THE POINT OF BEGINNING; CONTAINING 1.791 ACRES, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF QUAIL WEST PHASE III, UNIT FIVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 34 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AS BEING N.00°24'39"W. HOLE MONTES, INC. CER "TE OF AUTHORIZATION LB It ' . . O* t I � F u ..yy�►- .. BY ' ,THOMASW. MU t . ?ix yjb 1 P.S.M. #56 -ST-kTE OF F HAl987\198702AWRP3 LEGALS-AAAPH3PSLd0c -Pc t17 N rZ� Q1 C� rn C+'7 C> -yc T GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 o 0 " N a a \ a \ o E. N 89'35'21' E 973.21 POB +I 3 Z a � s a n � Z = J 2 a Z V) i POC < SOUTHWEST CORNER, QUAIL WEST PHASE III, UNIT FIVE (PB 39, PGS 34-47) i W K 93 Z m LEGEND jg POC POINT OF COMMENCEMENT POB POINT OF BEGINNING 3 P.E. PRESERVE EASEMENT 0 N SEC-TWN-RGE: 8-48-26 °f DATE AM 10/05 rMMD BY- DRAWING NO.. "LmONT TUM 8-5694 OMiEfkS %AIIEIIS SUIYEiq�S - P.E. \ \ TR* 0 WEST xrAAsEC4 J "r FIVE 39 OfGS "34-47` .., 3 firs �\e u CURVE TABLE CURVE RADIUS DELTA CHORD BEARING LENGTH C1 40.00' 103'3 ' 7" 62.89' N 26'46'01" E 72.37' C2 60. ' 49 5'17" 0.16' NM46- 51.75' C3 71. 8' 56'19'08" 67.28' ][]S S70.07' C4 10.00' 1 4'35' 9" 19. 1' 9r,.on, TRACT F QUAIL WEST PHASE III, UNIT FIVE PB 39, PGS 34-47 LINE TABLE LINE DIRECTION DISTANCE L1 N 25*03'43' W 21.41' L2 N 7835'44" E 32.46' L3 N 31 *44*16" E 27.96' L4 N 53'35'52" E 42.46' L5 S 49*37*21" E 181.69' L6 S 40'35'08' E 14.99' L7 S 22'26'50" W 12.84' L8 S 01'29'30" W 87.51' L9 S 02'37'06" E 117.18' L10 S 05'59'22" E 57.32' L11 S 13*14'58" E 36.57' L12 N 38'39'30" W 32.09' L13 N 21 *34'15* W 50.00' L14 N 34*01'11" W 34.90' L15 N 43'15'34" W 26.70' L16 N 64'25'21" W 19.04' L17 N 46'27'26" W 36.84' L18 N 70'02'40" W 24.00' L19 N 51 *08'10" W 28.64' L20 N 44'47'52" W 41.27' L21 N 62'52'59" W 12.96' L22 N 78*13*42" W 38.43' L23 N 69'06'14" W 36.20' L24 N 46'29'23' W 32.88' L25 N 32'12'39" W 20.61' L26 N ATIL52" W 27.14' L27 I N 40'37'46" W 24.14' * NOT A SURVEY 950 Encore Way NOT YAW MR KXff Naples, FL 34110 THE SNATIIAE = $%.024 Phone: (239) 254-2000 >�OF A FLORIDA u°SKETCH TO ACCOMPANY A LEGAL DESCRIPTION Florida Certificate of Loco O SURVEYOR REFERENCE N0. Authorization No.1772 AND MAPPER. PH3PSL