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Backup Documents 06/28/2016 Item #16A 5 -7� PCOt�C�l Ch R/tel b ORIGINAL DOCUMENTS CHECKLIST & ROUTING IE J TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT T A 5 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT RE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s)(List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office SAS b-"\. .� 4. BCC Office Board of County "pcbL-\ Commissioners (/5'f \7-ab 5. Minutes and Records Clerk of Court's Office (n b(26(16 3 t PRIMARY CONTACT INFORMATION 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,may need to contact staff for additional or missing information. Name of Primary Staff Kevin Hendricks Phone Number 252-5844 Contact/ Department Agenda Date Item was June 28,2016 Agenda Item Number I LI Approved by the BCC Type of Document Easement Number of Original 4-- Attached Documents Attached PO number or account Not Applicable number if document is to be recorded INSTRUCTIONS& CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? KEH 2. Does the document need to be sent to another agency for additional signatures? If yes, provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 'S izs5 3. Original document has been signed/initialed for legal sufficiency. (All documents to be KEH signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. 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 5. The Chairman's signature line date has been entered as the date of BCC approval of the KEH document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's KEH signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. .%Arm 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! 8. The document was approved by the BCC on • enter date)and all changes made during the meeting have been incorporated in the at ed document. The County 'S Attorney's Office has reviewed the changes,if applicable. 6 /(K, 9. Initials of attorney verifying that the attached document is the version approved by e V ' • • BCC,all changes directed by the BCC have been made,and the document is ready for the Chairman's signature. t " " A�.SC. cc>„r-c \,r.411= • I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12\S/Ca ' 1 6 A 5 MEMORANDUM Date: July 1, 2016 To: Kevin Hendricks, Right-of-Way Manager Transportation Engineering Construction Management From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Sovereignty Submerged Lands Easement No. 40910 from the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida granted to Collier County for the installation and maintenance of bridges on Vanderbilt Drive (Project #66066) Attached for further processing are two original copies of the easement referenced above, (Item #16A5) approved by the Board of County Commissioners June 28, 2016. After one of the fully executed original easements is returned to your office and has been recorded, please return the original document to our office where it will be placed in the Board's Official Record. If you have any questions, please feel free to contact me at 252-8406. Thank you. Attachment (2) 1 6 A 5 MEMORANDUM I�� Date: July , 2016 � Kevin Hendricks, Right-of-Way Manager rf� Transportation Engineering Construction Management ji o r-- Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Sovereignty Submerged Lands Easement No. 40910 from the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida granted to Collier County for the installation and maintenance of bridges on Vanderbilt Drive (Project #66066) Attached for further processing are two original copies of the easement referenced above, (Item #16A5) approved by the Board of County Commissioners June 28, 2016. After one of the fully executed original easements is returned to your office and has been recorded, please return the original document to our office where it will be placed in the Board's Official Record. If you have any questions, please feel free to contact me at 252-8406. Thank you. Attachment (2) 1 6 A 5 as pepa,„e9 Florida Department of Rick Scott Governor 4° ° Environmental Protection Carlos Lopez-Canters Marjory to eman Douglas Building Lt. Governor 3900 Commonwealth Boulevard 00 °wo`° Tallahassee, Florida 32399-3000 Jonathan P. Steverson 4/°1281 v< Secretary July 12,2016 RECEIVED IUL 15 2016 I.E. & C.M. Dept. Collier County,Florida Attn:Mr.Jay Ahmad, l'BCM 2855 S Horseshoe Dr. Naples,FL 34104 BOT No. 110232755,Easement No.40910 Grantee: Collier County,Florida Dear Mr.Ahmad: Enclosed is a fully executed original easement for your records. The original easement,at the option of the Grantee,may be recorded in the official records of the county where the easement site is located. If the billing agent,phone number,or fax number change,or there is a change in the grantee's tax status, please notify the BUREAU OF PUBLIC LAND ADMINISTRATION'S ACCOUNTING SECTION in writing within 30 days of the date of any change. Any future correspondence or inquiries should be directed to this office,at the letterhead address above or at(850)245-2758. Thank you for your assistance and cooperation in this matter. Sincerely, 4th 0.#;t, Kathy C.Griffin Government Operations Consultant I Bureau of Public Land Administration Division of State Lands /kcg Enclosure cc:File www.dep.state.fl.us Ann P. Jennejohn 16 A 5 From: Ann P.Jennejohn Sent: Thursday, September 29, 2016 4:42 PM To: Hendricks, Kevin (KevinHendricks@colliergov.net) Subject: Recorded Submerged Lands Easement (Item #16A5 BCC Meeting 6-28-16) Attachments: Backup Documents 06_28_2016 Item #16A 5.pdf HI Kevin., A copy of the (just recorded) Sovereignty Submerged Lands Easement, frovvt the Board's Juvte 28 Meeting is attached for you. The First page of the pdf is a receipt for the recording $$ charges. Thavtk you! Avtvt Jennejohn, Deputy Clerk Clerk of the Circuit Court Clerk to the Value Adjustment Board Collier County Board Minutes & Records Dept. 239-252-8406 Fax 239-252-8408 1 16 A 5 INSTR 5315968 OR 5317 PG 671 RECORDED 9/26/2016 9:07 AM PAGES 10 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT COLLIER COUNTY FLORIDA DOC@.70$0.70 REC$86.50 This Instrument Prepared By M,Sue Jones Bureau of Public Land Administration 3900 Commonwealth Boulevard Mail Station No. 125 Tallahassee,Florida 32399 BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA SOVEREIGNTY SUBMERGED LANDS EASEMENT MODIFICATION TO INCREASE SQUARE FOOTAGE EASEMENT NO.40910 BOT FILE NO.J 10232755 PA NO. 11-01536-S THIS EASEMENT is hereby granted by the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida,hereinafter referred to as the Grantor. WITNESSETH: That for the faithful and timely performance of and compliance with the terms and conditions stated herein,the Grantor does hereby grant to Collier County.Florida,hereinafter referred to as the Grantee,a nonexclusive easement on,under and across the sovereignty lands,if any,contained in the following legal description: 2 parcels of submerged land in Sections 16, 17,20 and 21,Township 48 South,Range 25 East,in Cocohatchee River and Cocohatchee River Tributary,Collier County,as is more particularly described and shown on Attachment A,dated April 29,2015. TO HAVE THE USE OF the hereinabove described premises from August 31,2015,the effective date of this modified easement,through October 11,2057,the expiration date of this modified easement. The terms and conditions on and for which this modified easement is granted arc as follows: I. USE OF PROPERTY: The above described parcel of land shall be used solely for installation and maintenance of 3 bridges on Vanderbilt Drive by or under the supervision of the S1'A'T'E OF FI.ORIDA DEPARTMENT OF TRANSPORTATION or such local governmental entity having maintenance responsibility. Grantee shall not engage in any activity related to this use except as described in the State of Florida South Florida Water Management District Environmental Resource Permit No. 11-01536-S,dated October 5,2007,and Modified Permit No. 11-01536-S,dated August 31,2015, incorporated herein and made a part of this easement by reference. All of the foregoing subject to the remaining conditions of this easement. 2. EASEMENT CONSIDERATION: In the event the Grantor amends its rules related to fees and the amended rules provide the Grantee will be charged a fee or an increased fee for this activity,the Grantee agrees to pay all charges required by such amended rules within 90 days of the date the amended rules become effective or by a date provided by an invoice from the Department,whichever is later. All fees charged under this provision shall be prospective in nature;i.e.they shall begin to accrue on the date that the amended rules become effective. [41] 1 6 A 5 3, WARRANTY OF TITLE/GUARANTEE OF SUITABILITY OF USE OF LAND: Grantor neither warrants title to the lands described herein nor guarantees the suitability of any of the lands for any particular use. 4, RIGHTS GRANTED: The rights hereby granted shall be subject to any and all prior rights of the United States and any and all prior grants by the Grantor in and to the submerged lands situated within the limits of this easement. 5, DAMAGE TO EASEMENT PROPERTY AND INTERFERENCE WITH PUBLIC AND PRIVATE RIGHTS: Grantee shall not damage the easement lands or unduly interfere with public or private rights therein. 6, GRANTOR'S RIGHT TO GRANT COMPATIBLE USES OF THE EASLMI. I PROPER This easement is nonexclusive,and the Grantor,or its duly authorized agent,shall retain the right to enter the property or to engage in management activities not inconsistent with the use herein provided for and shall retain the right to grant compatible uses of the property to third parties during the term of this easement, 7, RIGHT TO INSPECT: Grantor,or its duly authorized agent,shall have the right at any time to inspect the works and operations of the Grantee in any matter pertaining to this easement. 8, RESOLUTION OF ANY INEQUITIES: Any inequities that may subsequently arise as a result of this easement shall be subject to negotiation upon written request of either party hereto,and the parties agree to negotiate in good faith. In case of failure by the respective staffs to resolve the conflict(s),the matter shall be referred to the Grantor for final resolution. 9. LIABILITY/INVESTIGATION OF ALL CLAIMS: The Grantee shall investigate all claims of every nature at its expense. Each party is responsible for all personal injury and property damage attributable to the negligent acts or omissions of that party and the officers,employees and agents thereof. Nothing herein shall be construed as an indemnity or a waiver of sovereign immunity enjoyed by any party hereto,as provided in Section 768.28,Florida Statutes,as amended from time to time,or any other law providing limitations on claims. 10. ASSIGNMENT OF EASEMENT: This easement shall not be assigned or otherwise transferred without prior written consent of the Grantor or its duly authorized agent and which consent shall not be unreasonably withheld. Any assignment or other transfer without prior written consent of the Grantor shall be null and void and without legal effect. I I. TAXES AND ASSESSMENTS: The Grantee shall assume all responsibility for liabilities that accrue to the subject property or to the improvements thereon, including any and all drainage or special assessments or taxes of every kind and description which are now or may be hereafter lawfully assessed and levied against the subject property during the effective period of this casement which result from the grant of this easement or the activities of Grantee hereunder. 12, CESSATIQNQIAVNIQ IGN/J2EMOV Al, S I RUC]URES: Upon termination of this easement all authorization granted shall cease and terminate and Grantee shall remove all facilities and related structures erected at its expense, 13, 4NFORCEMENT Of PROVISIONS: No failure,or successive failures,on the part of the Grantor to enforce any provision,nor any waiver or successive waivers on its part of any provision herein,shall operate as a discharge thereof or render the same inoperative or impair the right of the Grantor to enforce the same upon any renewal thereof or in the event of subsequent breach or breaches. 14. AMENDMENTS/MODIFICATIONS: This easement is the entire and only agreement between the parties. Its provisions arc not severable. Any amendment or modification to this easement must be in writing and must be accepted, acknowledged and executed by the Grantee and Grantor. Page 2 of jo Pages Easement No.40910 1 6 A 5 IS. USACE AUTHQRIZAT(QN: Prior to commencement of construction and/or activities authorized herein,the Grantee shall obtain the U.S. Army Corps of Engineers(USACE)permit if it is required by the USACE. Any modifications to the construction and/or activities authorized herein that may be required by the USACE shall require consideration by and the prior written approval of the Grantor prior to the commencement of construction and/or any activities on sovereign,submerged lands. 16. ADDITIONAL STRUCTURES OR ACTIVITIESTMERGENCY STRUCTURAL REPAIRS: No additional structures shall be erected and/or activities undertaken,including but not limited to,dredging,relocation/realignment or major repairs or renovations made to authorized structures,on,in or over sovereignty,submerged lands without the prior written consent of the Grantor,with the exception of emergency repairs. Unless specifically authorized in writing by the Grantor,such activities or structures shall be considered unauthorized and a violation of Chapter 253,Florida Statutes,and shall subject the Grantee to administrative fines under Chapter 18-14,Florida Administrative Code, If emergency repairs arc required to be undertaken in the interests of public health,safety or welfare,the Grantee shall notify the Grantor of such repairs as quickly as is practicable;provided,however,that such emergency activities shall not exceed the activities authorized by this easement. 17, UPLAND RIPARIAN PROPERTY INTEREST: During the term of this easement,Grantee must have satisfactory evidence of sufficient upland interest as defined in subsection 18-21.003(60),Florida Administrative Code,to the extent required by paragraph 18-21.004(3)(b),Florida Administrative Code,in order to conduct the activity described in this easement. If at any time during the term of this easement,Grantee fails to comply with this requirement,use of sovereignty, submerged lands described in this easement shall immediately cease and this easement shall terminate and title to this easement shall revert to and vest in the Grantor immediately and automatically. Page .19. Pages Easement No,40910 1 6 A 5 W . S: - BOARD OF TRUSTEES OF THE INTERNAL - ( it • IMPROVEMENT TRUST FUND OF THE STATE . ..: .tit OF FLORIDA :.:n,I Signet reA f, I"7 (SEAL) , I (: ` (.1 'hir 1 OM 112.Q_ Pri farm NI'. e of Witness Cheryl C.Mc(a ,Chief,Bureau of Public Land Administration. Division of State Lands,State of Florida Department of 2#•• ---le:ce...---,2t...4-2 Environmental Protection,as agent for and on behalf of the Original Signature Board of Trustees of the Internal Improvement Trust Fund of the 5LState of Florida Print/Type Name of Witness GRANTOR" STATE OF FLORIDA COUNTY OF LEON ID FA0 . The foregoing instrument was acknowledged before me this 1°`-' - day of (Lk/ ,20_1(0.by Chen] C. McCall. Chief. Bureau of Public Land Administration._Pivision of State Lands. Sine of Florida Department of Environmental Protection.as agegt for and on behalf of the Biggd . T • .s. 4 the Internal improvement Trust Fund of the Statg of Florida.She is personally known to me. t V, , ,- TtAttA.1 OVED AS SUM TO.PROPER EXE , i olI CUTiON: L, l 16 Not, Public State of Florida -.sok a. • w DF- Attorne Iite Printed,Typek r SKIL.i 4)1aniC Public-State of Florida My Commiss4 is, :•'0%. Commission#FF 917725 , ).,, My Comm.Expires Nov 27,2019 ' ''14tifiZP` Bonded through National Notary Assn. Commission/S. . • •s'.. '''''' ' _ ,_ _ , Page j..,of J.Q.Pages Easement No.40910 1 6 A 5 (OFFICIAL SEAL) Collier Cou ty.ijorida DATE: '7-k2. (t7-i-uire By its Board of County Commission rs ATTEST: I)WI IT E.BRQCK,CLERK nc. 'I . 1111k FIA A CHAIRMAN rd • !' ,Deputy Clerk , Ades signature only.; Approved as t form and legality: I' She'6 "GRANTEE" Sc ,Ston JCA Assistant County Attorney STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me this 2c64' day of ,20 1lo by Donna Fiala as Chairman,for and on behalf of Board of County Commissioners of Collier County Florida.She is personally known to me or who has produced ra as ide ification. ~'-- My Commission Expires: � Notary/Public,State of �\pk.-kbv� S.sa.e z3 2 �1 r' Vr-\,\0. Commission/Serial No. - F \kck'i Printed,Ty ed or Stamped Name • o.�,�,,,,.,,� VIRGINIA,A.NEET ��0.Y..' s�. Notary Public-State of Florida .•e My Comm.Expires Jun 23,2017 f .`"‘ss Commission #FF 11938 '''„ Bonded Throuoh National Notary Assn Page 3 of 10 Pages Easement No.402.10 .• , _ _ , _„... , .... lc? -zi i ariall111111111$11110 sr ....____ tivs i 10 LAI '.4.-11AIIVII. • 48 25 : .0 48 25 MUNI .1. 18 16i,A, . limminie1 . 48 25 .., . lIiri.:z•II& d a 111:1 ' 14 * — „„ so 0 .•,-. - ., • ,...,44 at • . (... ,r) IP '-- .1''1141.7.14: 1 0001.....141..,....44.17 •e 3 rit111 I 8 1 AIL ilf.li,,7 f i 4' ifirainommo Etki,`z.• 1 , 12 ,,, i 0 •,4, al • 0-, SOUTH EASEMENT 48 2 48 25 mIm7r:;:l tz141L, ,,:,!," 1 -Nil _ 48 25 1 2i ; YON K ,l S ,„I'emVs, I I 23 A ‘,... ..,„,... .t.,:. .., , IL , .....t. It ,. 4,,,„ • -,.... %• i •„ f 4 'XI. . F., . -i. 4, • .o. 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F OUNO 1 THIS PLAT OF SURVEY WAS PREPARED AS A SPECIFIC PURPOSE SURVEY FOR A SUBMERGED NAVD88 = NORTH AMERICAN VERTICAL .§, LAND EASEMENT BASED ON THE PROPOSED IMPROVEMENTS AT TWO BRIDGE CROSSINGS DATUM OF 198ti ,.., 2, DATE OF LAST FIELDWORK: 09/23/14. NO - NUMBER BEAR N.02'12'34W, 45 3, BEARINGS ARE BASED ON THE EAST LINE OF THE NORTHEAST QUART!R OF SAID SECTION 20 TO 0 R - OFFICIAL RECORDS BOOK g PG - PAGE 0 4. THIS SURVEY DOES NOT MANE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT Pohl =,,, POINT OF BEGINNING 0"1 RESTRICTIONS ON THE SUBJECT PARCELS. PDC - POINT 011 COMMENCEMENT a 5. DIMENSIONS AND ELEVATIONS ARE IN FEET AND DECIMAL PARTS THEREOF - . - 6, NO ENVIRONMENTAL ASSESSMENT OR AUDIT WAS PERFORMED ON THE SURVEYED PARCELS V -OHEOVERHEAD ELECTRIC WIRES 41; THIS FIRM. (,,-. . GUY WIRE ANCHOR -R 7, MEAN HIGH WATER LINE ELEVATION OF 0,25 FEET WAS TAKEN FROM TIDE CONTROL STATION NO. p' POWER POLE 872-5235 ., < 8, THIS SURVEY IS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY k CERTITO: SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL STATE, M , k REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY, THE BOARD OF TRUSTEES OF THE INTERN/kr IMPROVEMENT INFORMATION SYSTEM, ,..,, 9, PARCEL INFORMATION SHOWN HEREON WERE TAKEN FROM 2015 COLLIER COUNTY GEOGRAPHIC TRUST FUND OF THE STATE DV FLDR1DA 6 10. THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE PARTY(IES) IT WAS ORIGINALLY PREPARED COLLIER COUNTY FOR, AS DEPICTED HEREON, AND IS NOT TRANSFERABLE. ADDITIONS OR DELETIONS TO THIS rz SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE 4 : .;;; .?.." - 1/6!5 0/7/69 WRITTEN CONSENT OF THE SIGNING PARTY, ,0 11 THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TIMOTHY J. DEVRIES TE PC TITLE SEARCH es1 PROFESSIONAL SURVEYOR AND MAPPER 12. COORDINATES SHOWN HEREON ARE STATE 171 ANE COORDINATES, NORTH AMERICAN DATUM OF 83, FLORIDA CERTIFICATE NO. LS 8758 1„. FLORIDA EAST ZONE, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED 13. I HIS IS A FIELD SURVEY SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SPECIFIC PURPOSE SURVEY Attachment I I IA 5610 Willow Park Dr.,Suite 200 Page 6 of 10 Pago Naples,FL 34109 SUBMERGED LAND EASEMENT Phone(239)597-0575 LYING IN Easement No.40910 Fax:(239)597.0578 SECTIONS 16,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST COLLIER COUNTY,FLORIDA ENGINEERING LB No. 6952 '",,ci ',...,,V1F-. RE,./SAO , 'EL-110N F) /' ',HIP RANI ISCALE ' ,LE SPAWN Ii, I ILE NAV, SHEET 130026.00.00 01 17 48 25 04/29/15 TJD SLE 1 or 5 / 1 6 A _. 0 7 5 15 30 ) _ , 1".30' eb 6 PARCE_ NO 001515000(J2 ui OR 2904 PG in vs ei PARCEL AO 00156880002 i(-A/EAN HIGH WATER LINE 8 OR 404 P0, 172 (L.-0.26'(NAVO,98) (LOCA 7W 09/23/14) 8 \ [WEST RIGHT-OF-WAY EDGE OF VEGETATION i EDGE OF( VEGETATIOsN) MEAN HIGH WATER LINE (NAVD88) ‘....\ LOCArro 09/2.1/14) WATERWAY NO2'12'34111 413.54' UNE...„.._......___tzz_...__.....f(MANGROVES) ,-- -1t- —•"-- S7059.54V 17,99' — r'}- -N88.26.35"E 4 89' ______----__-___ -- - ------- ct 559'43'51"E 14.97' --- --------- --------............. -HEADWALL i -'"-•-- A.82'38'25.E 3,99' , EXPOSED V REDE 5 TR1AN 7,..--HEA0wAu_ -.0 CONCRETE PATH in------_____t ---4, CONCRETE PATH WATER MAIN s 8DGE RI x ........-----— I EAST UNE OF 56049.05''w 1 1 49 - — 566'47'16"E 12,32' ------- THE NE 1/4 OF 57205'12'V 0.76'-SECTION 20 ----------_____ ——- ,---N57'38'3 'F 35.76' BASIS OF BEARING .i, 20 \ -2-0:1_ y _ 58737'35"W 77 85.- -- _ ...-- _VANDERBILT DRIVE ... — couNly RoAD NI ASPHAt T — V POB DESC firox-cuLv£RT l 03' WIDE RIGHT-Of-WM PA 71&ON T 1 21 1 21 AspHALr N:709361,91 N I PAVEMENT E3819044 54 _—_ _.-----------— § ----- ------ 587'37'35'W 18.17' PDC DESC. HEADWALL N64.58'01-W 10 EI2' ' ---z---=-----------=' . —7,4t,K 7/7131 7 3 35' EAST 1/4 CORNER OF SECTION 20 TO. RAIL ROAD SPIKE (CCR 57485) I.0 7015151 41 No609'101w 2.50' „,. • Ner213'54"W 1 0.5t.„ ..••• \ , ,N45'24'17% 8 91' --, .--,.._., E: 388091.23 --MEAN HIGH WATER LINE "-- --'''''' 584'03'41E 15,42' EL,•a28'(NA1088) EDGE OF VEGETATION ..,'''' ..•-•-181'3451V 10,53' (LOCATED 09/23/14) (IAANGROVF-S)-%.N,,...•^' `.- ...-' --- ---- 502'12'34'T 43.26' EDGE OF VEGETATION ,..-' MEAN NIGH WATER LINE , (MANGROVES) EL.-O.28'(NA 74288) 1 EAST RIGHT-OF-WAY LINE (LOCATED 09/23/14) WATERWAY PARCEL NO. 00157451909 PARCEL NO 00157461909 O.R. 2580 PG. 1197 O.R. 2580 PG. 1197 8 g R6 91, .., ii. / 01 Wi ,n • Attachment A Page 7 Of I 0 Pages • Casement No,40910 •< SOUTH EASEMENT _.... - SPECIFIC PURPOSE SURVEY 66 10 WillowNapiePsan(FLD3r4.,1S0u9ite 200 SUBMERGED LAND EASEMENT Phone(239)597-0575 LYING IN Fax (239)597-0578 SECTIONS 16, 17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST COLLIER COUNTY,FLORIDA ENGINEERING LB No. 6952 - , _OE, NUMBER REVISION ';E CTICN TOwNsi lin RANGE SCA(E 0A ft_ DRAWN BY Fa E NAVE S-F ET 130026.00.00 01 17 48 25 1"xx30' 04/29(15 TJD SLE 2 01- 5 # • 1 6 A 5 DESCRIPTION-SOUTH EASEMENT A TRACK Ok PARCEL OF SUBMERGED LAND LYING IN SECTIONS 20 AND 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID TRACT OR PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 20 THENCE N.02'12.34"W., ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 20 FOR 1,211.87 FEET TO AN INTERSECTION WITH THE MEAN HIGH WATER LINE AT THE WATERWARD FACE OF THE SOUTHERLY SIDE OF A BOX—CULVERT AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; • THENCE THE FOLLOWING FIVE COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER LINE; 1. 5,8737'35°W,, FOR 17,85 FEET; 2, S,72'05.12.'W., FOR 0,76 FEET; 3. S.6049'05"W., FOR 11.49 FEET; 4. S.67'17'02"W., DEPARTING SAID WATERWARD FACE, FOR 4,21 FEET; 5. 5,7059'54"W., FOR 17.99 FEET TO AN INTERSECTION WITH THE WEST RIGHT—OF—WAY LINE OF VANDERBILT DRIVE (COUNTY ROAD 901)(100 FEET WIDE); THENCE N.02'1234"W. ALONG SAID WEST RIGHT—OF—WAY LINE, FOR 48.54 FEET TO AN INTERSECTION WITH THE MEAN HIGH WATER LINE; THENCE THE FOLLOWING EIGHT COURSES AND DISTANCES ALONG THE MEAN HIGH WATER LINE: 1, N.86.26.35"E., FOR 4,89 FEET; • 2, S.59'43.51"E,, FOR 14.97 FEET; 3. N.62'38'25"E„ FOR 3.99 FEET TO THE WATERWARD FACE OF SAID BOX—CULVERT; 4. S,66'47'16"E, FOR 12.32 FEET; 5, N,87'38'31"E., FOR 35.76 FEET; • 6, N.58'17'13"E,, FOR 13.35 FEET; 7, N.452417"E„ DEPARTING SAID WATERWARD FACE, FOR 6.91 FEET; 8. THENCE S.8403.41E„ FOR 15.42 FEET TO AN INTERSECTION WITH THE EAST RIGHT—OF—WAY LINE OF SAID VANDERBILT DRIVE; THENCE 5.0212'34"E., ALONG SAID EAST RIGHT—OF—WAY LINE FOR 43.26 FEET TO AN INTERSECTION WITH THE MEAN HIGH WATER LINE; THENCE THE FOLLOWING FIVE COURSES AND DISTANCE ALONG SAID MEAN HIGH WATER LINE: 8 1, S.8136'51''W., FOR 10.63 FEET; 2. N.6228'56”W., FOR 10.54 FEET; 3. N.8609'18"W., FOR 2,50 FEET TO THE WATERWARD FACE OF SAID BOX—CULVERT; 5 4. N,6458'01"W,, FOR 10.82 FEET; z 5. THENCE S.873735W,, FOR 18,17 FEET TO THE POINT OF BEGINNING OF 1 HE PARCEL DESCRIBED HEREIN; CONTAINING 3,358 SQUARE FEET OR 0,08 ACRES, MORE OR LESS. BEARINGS HEREINABOVE MENTIONED BEARINGS ARE BASED ON THE FAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 20 TO BEAR N.0212'34"W, Attachment A SPECIFIC PURPOSE SURVEY 6610 Willow Perk Dr„Suite 200 Page 8 of 10 PageUBMERGEO LAND EASEMENTPhNaples,FL 34109 one(239)597.0575 Easement No,409 0 LYING IN Fax:(239)5970578 SECTIONS 16,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST COLLIER COUNTY,FLORIDA ENGINEERING LB No.:6952 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY f ILL NAME SHEET 130026.00.00 01 17 48 25 04/29/15 TJD SLE 3 OF 5 i , A5____ , . LITTLE HORSE PASS I MARINA BAY CLUB OF NAP_ES CONDOMINIUM BULKHEAD LINE PER I O.R. 1619 PG. 1422 BULKHEAD LINE PLAT MEAN HIGH WATER UNE 1 BOOK 1, PAGE 7 EL..0.28' (NAVD88)�^*�� (LOCATED 09/26/14) WEST RIGHT-OF-WAY UNE I q- MEAN HIGH WATER LINE BULKHEAD LINE PER--"---r- '^ EL•0.26' {NAV088) BULKHEAD LINE PLAT ' \ (LOCATED 09/10/14) BOOK 1, PAGE 7 N00'25'20"W 149.22' w541'49109'1N'3,65'"•r ___-_- vnt -' 0 519 51 15"W 14,97' 529'47'02"w 17.72' 501'22'31"E 16.49" SO4.19'27"W 5,22' 583'17'02"E 17.68' RETAINING WALL 502139'14"E 18.21.-1 542.24'42"E 10.03' t. POC DESC. t„-_-_,_ ---\_ 551'56'10'W 13.00 -a.r ...,.,_.-. —>_.�___ .p. -Y— i t SE CORNER OF SECTION 17 - 1 ' F0, RAILROAD SPIKE EXPOSED- I''\ PEDESTRIAN BRIDGE I y N:711637,06' WATER MAIN E:387983 27' --' 11111 --- r POD DE8C.L• �.. ..� - - -.7-- -1 ASPHAL T N89'22'23 W 23.71' PAVEMENT A 20 17 BASIS OF BEARING N:711717 18 / NOO.25'20"W 929 71'E:367962.68, BRIDGE j a VANDERBILT DRIVE r� N8/-1.3.55"E 48.06'—+ r _'R COUNTY ROAD 901 21 16 ASPHALT 100' WIDE RIGHT-01-WAY S PAVEMENT INC EASTSE 11/4 OF --N89'O9'28"W 24.39' '', SECTION 17 -`'- __ -- --- ., Ni § EDGE OF VEGETATION N00'28'23"W 16.37' / N46-08'26"E :3.23' (MANGROVES) t- -- i �--N46'23'30"W 12,60' EDGE OF VEGETATION �'",-�_ ' RETAINING WALL.-. ' • -�(MANIGROVES) MEAN HIGH WATER LANE t400'48'28"E 10.52' `- u IP-- EL.•0.26' (NAVD88) �' N44'25'14"W 16.83' __� t. l.,. (LOCATED 09/25/14) `` N71'23'23"W 3.66' EAST RIGHT-OF-WAY LINE N720T48"E 12.12' ^� k ti r 587 44'17'W 1.40' 7 1 —"-N62'27'34"E 7.12' A <e- 1 50025'20'E 127,51' MEAN HIGH WATER UNE-- \ EL,00.26' (NAV088) --------------— '---` ` (LOCATED 09/26/14) `��t \ PARCEL NO,00155882704 Q PARCEL N0. 00155882704 O.R. 4509 PG. 2050 O.R. 4509 PG.2050 ' i BULKHEAD LINE PER LITTLE HORSE PASS g BULKHEAD LINE PLAT BOOK 1, PAGE 38 BULKHEAD LINE PER BULKHEAD LINE PIAT BOOK 1. PAGE iS Y G h Attachment A =' o ry s Page 9 of 10 Pages „ ,D, Easement No,40910 $ NORTH EASEMENT SPECIFIC PURPOSE SURVEY 6610 Willow Park Dr.,Suiie 200 SUBMERGED LAND EASEMENT Naples97109 Phone(239))597.0575 LYING IN Fax:(239)597-0578 SECTIONS 16, 17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST COLLIER COUNTY,FLORIDA ENGINEERING LB No.:6952 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 130026.00.00 I 01 17 48 25 1"=30' 04/29/15 TJD SLE 4 OF 5 1 6 A5 DESCRIPTION-NORTH EASEMENT A TRACT OR PARCEL OF SUBMERGED LAND LYING IN SECTIONS 16 AND 17, TOWNSHIP 4B SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID TRACT OR PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 17 THENCE N,00'25'20"W, ALONG IRE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17 FOR 929.71 FEET TO MEAN HIGH WATER LINE AT THE WATERWARD FACE OF A BRIDGE RETAINING WALL AND THE POINT OF BEGINNING OF THE HEREIN DESCR BED PARCEL; THENCE THE FOLLOWING EIGHT COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER LINE: 1. N.89'22'23"W., FOR 23.71 FEET; 2. S.51'56'10"W„ FOR 13.00 FEET; • 3. S.04'19'27"W., FOR 5,22 FEET; 4, S,29'47'02"W, DEPARTING THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL FOR 17.72 FEET; 5. S.02'39'14"E., FOR 18.21 FEET; 6. S.01'22'31"E., FOR 16.49 FEET; • 7. S.19'51'15"W., FOR 14.97 FEET; 8. S.41'49'09'W., FOR 3.65 FEET TO AN INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF VANDERBILT DRIVE (COUNTY ROAD 901)(100 FEET WIDE); THENCE N.00'25'20"W. ALONG SAID WEST RIGHT-OF-WAY LINE FOR 149.22 FEET TO AN INTERSECTION WITH THE MEAN • HIGH WATER LINE; THENCE THE FOLLOWING SEVEN COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER LINE: THENCE S.83'17'02"E., FOR 1/,68 FEFT TO AN INTERSECTION WITH THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL; a 2. THENCE $,42'24'42"E„ FOR 10,03 FEET; • 3. THENCE N,87'13'55"E„ FOR 48.06 FEET; 4, THENCE N,46'O8'26"E„ FOR 13.23 FEET; 5. THENCE N,00'48'28"E., FOR 10.52 FEET; 6. THENCE N,72'07'48"E., DEPARTING THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL FOR 12.12 FEET; 7. THENCE N.62'27'34"E., FOR 7,12 FEET TO AN INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF SAID m VANDERBILT DRIVE; ct THENCE S,0O'25'20"E. ALONG SAID EAST RIGHT-OF-WAY LINE FOR 127.51 FEET TO AN INTERSECTION WITH THE MEAN HIGH WATER LINE; THENCE THE FOLLOWING SIX COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER LINE: $ 1. THENCE 5.87'44'17"W., FOR 1.40 FEET; 2. THENCE N,71'23'23"W„ FOR 3.66 FEET; $ 3. THENCE N.44'25'14"W,, FOR 16.83 FEET TO AN INTERSECTION WITH THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL; 4. THENCE N.00'28'23"W., FOR 16.37 FEET; • 5, THENCE N.46'23'30"W., FOR 12.60 FEET; a • 8. THENCE N,69'09'28"W., FOR 24.39 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; N CONTAINING 8,081 SQUARE FEET OR 0.19 ACRES, MORE OR LESS. n ti BEARINGS HEREINABOVE MENTIONED ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 1/ • TO BEAR N.00'25'20"W. Attachment A SPECIFIC PURPOSE SURVEY 6610 Willow Park Dr.,Suite 200 Page 10 of 10 P6S9UBMERGED LAND EASEMENT Ph1".IAL es,FL 3409 one 239),597'0515 Easement No.40910 LYING IN Fax'(239)597-0576 SECTIONS 18, 17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST COLLIER COUNTY,FLORIDA ENGINEERING LB No.:6952 1013 NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAPE SHEET 130026.00.00 01 17 48 25 04/29/15 TJD SLE 5 OF 5