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Backup Documents 09/11-12/2012 Item #16A24W" ORIGINAL DOCUMENTS CHECKLIST & ROUTI TO ACCOMPANY ALL ORIGINAL DOCUMENTS SEP THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR! Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The co documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines # 1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the docu exception of the Chairman's signature, draw a line through routing lines #I throu #4, complete the checklist, and forward SLIP 16A24 TO GNATURE Meted routing slip and original nt is already complete with the Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initi is Date 1. Judy Puig GMD Planning & Regulation/Operations !� k S Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be 2. Approved by the BCC 11 t 3. Type of Document by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original j 4. ��a (,. Documents Attached / 5 Ian Mitchell, Supervisor, BCC Office Board of County Commissioners j 6. Minutes and Records Clerk of Court's Office 2. All handwritten strike - through and revisions have been initialed by the County Attorney's q rf3 (2 PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Phone Number N/A (Not Contact .ls („ Initial) !� k S Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC 11 t Type of Document by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original j Attached ��a (,. Documents Attached / INSTRUCTIONS & CHECKLIST I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2. 4.05 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not a ro riate. Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, j resolutions, etc. signed by the County Attorney's Office and signature pages from / contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's / Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Ian Mitchell in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 6. The document was approved by the BCC on 911111 Z, (enter date) and all changes made during the meeting have been incorporated in the attached document. The County Attorney's Office has reviewed the changes, if applicable. I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2. 4.05 16A24 MEMORANDUM Date: September 13, 2012 To: John Houldsworth, Senior Engineer Engineering Services Department From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Resolution 2012- 147NAC- PL20120001606 Attached for your records is a copy of the document referenced above (Agenda Item #16A24) adopted by the Board of County Commissioners on Tuesday, September 11, 2012. If you should have any questions, please feel free to contact me at 252 -8411. Thank you. 16 q24 RESOLUTION NO. 2012 - 1 4 7 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO DECLARE A PUBLIC HEARING FOR CONSIDERATION OF PETITION VAC- PL20120001606, TO DISCLAIM, RENOUNCE, AND VACATE THE COUNTY AND PUBLIC INTEREST IN A PORTION OF STATE ROAD NO. 29 (COPELAND AVENUE, SOUTH) BEING A 200 -FOOT PUBLIC ROAD RIGHT -OF- WAY LOCATED IN SECTION 23, TOWNSHIP 53 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA, MORE SPECIFICALLY SHOWN IN EXHIBIT "A." WHEREAS, Petitioner, A. Rony Joel, has requested that a public hearing be held pursuant to Sections 336.09 and 336.10, Florida Statutes, to consider disclaiming, renouncing, and vacating the County and public interest in a portion of State Road 29, also known as Copeland Avenue South, which is a 200 -foot public road right -of -way more specifically described in Exhibit "A," attached hereto; and WHEREAS, Petitioner does hereby request that the Board of County Commissioners take appropriate action, including the adoption of a resolution setting the date and time of a public hearing to consider disclaiming, renouncing, and vacating the County's interest in the above described right -of -way. NOW, THEREFORE, BE IT RESOLVED BY BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that pursuant to Section 336.09, Florida Statutes, in a regular session of the Board of County Commissioners, a public hearing to consider disclaiming, renouncing and vacating the County's interest in the above described right - of -way will be held on October 9, 2012, at 9:00 a.m., or as soon thereafter as practical, in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3299 Tamiami Trail East, Naples, Florida. THIS RESOLUTION ADOPTED after motion, second and majority vote favoring same, this 11 th day of September, 2012. ATTEST: DWIGHT E :;B F OCK, CLERK . A west 1r,&ppty Clerk and legal'sVfMiency: Emily R. P in Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA 7-La 1.x.3 By: =� FRED W. COYLE, CHAI AN Item # '? l Agenda Oj �l b � Data Date q 3 (2 Recd Deputy Clerk 16 A24 EXHIBIT "A" Property Description A Being a 50 —foot wide strip of land that is lying within the NW 1/4 of Section 23, Township 53 South, Range 29 East, Collier County, Florida and is a portion of the State Road No. 29 (a.k.a. Copeland Avenue South) right —of —way (having a width of 200 feet), according to the State of Florida, State Road Department Right Of Way Map, Section No. 0307 -250, Road No. 29, Collier County, as recorded in Road Book 1, Page 30 of the Public Records of Collier County, Florida and which is more particularly as follows: Commencing at the Baseline of Survey P.T. Station 170 +23.48, according to the above I referenced Right —of —Way Map. thence South 89'36' 16" East, a distance of 50.00 feet to the inters ction of the east right —of —way line of said State Road No.29 (having a 100 —foot wide right —of —way) and which intersection is the Point of Beginning; thence along said east right —of —way line the following 2 courses; (1) continuing South 89' 36' 16" East 50.00 feet to the beginning of a non — tangent curve concave to the east having a radius of 1810.08 feet, a chord length of 79.99 feet and a chord bearing South 00 52 14" East: (2) thence southerly along said curve through a central angle of 02' 31' 56" an arc distance 80.00 feet to a point through which a radial line bears South 87' 51' 48" West; thence South 87' 51' 48" West 50.00 feet to the beginning of a non — tangent curve concave to the east having a radius of 1860.08 feet, a chord length of 82.20 feet and a chord bearing North 00' 52' 14 " West; thence northerly along last said curve through a central angle of 02' 31' 56" an arc distance 82.21 feet to the Point of Beginning. Containing 4,055 square feet, more or less Subject to any easements, rights —of —way, encumbrances, reservations, restrictions and o her matters of title. Bearings in this description are based upon an assumed bearing of North 00' 2, 44' E :st for the Baseline of Survey, per the above described right —of —way map. Prepared by. OB 12 5 �/Z Date of Signature T. Alan Neal, P.L.S. Professional Land Surveyor State of Florida License No. 4656 Surveyor's Notes 1. All horizontal dimensions are in feet and decimals thereof. 2. The hereon Legal Description and Sketch of Description was prepared without the benefit of an abstract of title or title opinion; therefore it is subject to any easements encumbrances, reservations, restrictions, rights —of —way, use and other matters of title that may be found by a complete abstract of title opinion. 3. The hereon Legal Description and Sketch of Description is subject to any underground or not visible improvements. 4. Portions of the property described hereon may be subject to the jurisdiction and restrictions of governmental agencies. The proper agencies should be contacted for the latest information prior to the use of the property. 5. The hereon Legal Description and Sketch of Description does not reflect or determine ownership. 6. The hereon Legal Description and Sketch of Description is Not A SURVEY. DESCRIPTION & SKETCH OF DESC UPTION T. Alan Neal, P.L.S. Job Number: 014 - 001 -04 Professional Land Surveyor Scale: NTS SEE SHEET 2 FOR State of Florida Reg. No. LS4656 Drawing File: 014- 001 -04 SKETCH SKETCH OF DESCRIPTION 4919 Stonecrest Drive Lakeland, FL 33813 Drawn y. DRW phone: (239) 248 -5120 (863) 868 -7733 email: neal.surveyor@earthlink.net SHEET 1 OF 2 1 8 -21 -12 Revised per Client Request 4 I O a Y ' Q1 0 0 I O 1 k EXHIBIT "A" 1 al I I I O o POINT o 0: 50.0' 5 50.0' � � DENOTES U) U) U U DESCRIPTION S 8936'16" E �7 C 50.00' P.T. STA. 170 +23.48 oo +t 0 I> N cn ~ � m cn 03 ~ o 171 o Q�QNo N W z LL t� laii�O W J0 O Z D I m 3 Z O O eq °QpzrnW � Q� �j011 ZNW Q m Q� =O iQCc WZ w Z Q > Q 16A24 Legend POC POINT OF COMMENCEMENT POB POINT OF BEGINNING R -O -W RIGHT-OF-WAY DENOTES SUBJECT DESCRIPTION 16A24 Legend POC POINT OF COMMENCEMENT POB POINT OF BEGINNING R -O -W RIGHT-OF-WAY DENOTES SUBJECT DESCRIPTION EAST R -O -W S 89'36'16" E� 1 50.00' Z w F- O �' o 0 m 0 CO 4 _ Ln J' Ln o ¢ w a 50.00' S 8T51'48" W RADIAL U) ° J a o CURVE DATA Q: fw-" W z + t A= 02'31'56" CL 5 R= 1860.08' 0 i L= 82.21' U y CHD DIST= 82.20' • CHD BRG= N 00'52'14" W .SL ct3 I CURVE DATA 0= 54'58'10' 100.0' D= 3 00 00 R= 1910.08' NOT A SURVEY _/ T= 993.68' L= 1832.31' SKETCH OF DESCRIPTION SEE SHEET 1 FOR LEGAL DESCRIPTION AND SURVEYOR'S NOTES T. Alan Neal, P.L.S. Professional Land Surveyor State of Florida Reg. No. LS4656 EYES OF ME EVERGLADES, LLC 0. R. BOOK 4344, PG. 2600 �3 1 'o I tr N 1w 4919 Stonecrest Drive Lakeland, FL 33813 phone: (239) 248 -5120 (863) 868 -7733 email: neal.surveyor @eartNink.net #905 PARCEL No. 83492200008 RAID{IA —L UNE_ S 87 51'48" W CURVE DATA A= 02'31'56" R* 1810.08' L=I 80.00' CHID DIST= 79.99' CHD BRG= S 00'52'14" E r w J 0 20' 40' 80' SCALE: 1'= 40' Job Number: 014 - 001 -04 Scale: 1^ =40' Drowin File: 014 - 001 -04 SKETCH Drawn By. DRW SHEET 2 OF 2 8 -21 -12 Revised per Client Request .SL ct3 I CURVE DATA 0= 54'58'10' 100.0' D= 3 00 00 R= 1910.08' NOT A SURVEY _/ T= 993.68' L= 1832.31' SKETCH OF DESCRIPTION SEE SHEET 1 FOR LEGAL DESCRIPTION AND SURVEYOR'S NOTES T. Alan Neal, P.L.S. Professional Land Surveyor State of Florida Reg. No. LS4656 EYES OF ME EVERGLADES, LLC 0. R. BOOK 4344, PG. 2600 �3 1 'o I tr N 1w 4919 Stonecrest Drive Lakeland, FL 33813 phone: (239) 248 -5120 (863) 868 -7733 email: neal.surveyor @eartNink.net #905 PARCEL No. 83492200008 RAID{IA —L UNE_ S 87 51'48" W CURVE DATA A= 02'31'56" R* 1810.08' L=I 80.00' CHID DIST= 79.99' CHD BRG= S 00'52'14" E r w J 0 20' 40' 80' SCALE: 1'= 40' Job Number: 014 - 001 -04 Scale: 1^ =40' Drowin File: 014 - 001 -04 SKETCH Drawn By. DRW SHEET 2 OF 2 8 -21 -12 Revised per Client Request