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Agenda 06/28/2016 Item #16A 5 6/28/2016 16.A.5. EXECUTIVE SUMMARY Recommendation to approve and authorize the Chairman to approve and execute a Sovereignty Submerged Lands Easement from the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida, Project No. 66066, for the installation and maintenance of bridges at two locations on Vanderbilt Drive. Fiscal Impact: None. OBJECTIVE: To approve and execute a Sovereignty Submerged Lands Easement in order to replace bridges on Vanderbilt Drive (Bridge Number 030177 over Little Horse Pass and Bridge Number 030178 over a small tidal creek.) CONSIDERATIONS: This item is related to the item on the regular agenda recommending the award of Contract No. 160628 to Thomas Marine Construction for bridge construction at the two locations depicted on the attached location map and further described in the easement. However, even if Contract No. 160628 is NOT awarded to Thomas Marine on the June 28, 2016 regular agenda,the sovereignty submerged lands easement will still be required to accommodate the existing bridge structures (as well as any future replacement bridges). Vanderbilt Drive is a north-south major collector roadway that runs parallel to the west of US41 between Bonita Beach Road and Vanderbilt Beach Road and is designated by Collier County as a hurricane evacuation route. It provides access to numerous residential communities and various recreational facilities. The Board of Trustees of the Internal Improvement Trust Fund of the State of Florida requires a Sovereignty Submerged Lands Easement for any work within sovereign submerged lands. The subject easement is necessary in order to allow the County to install and maintain the bridges at these two locations on Vanderbilt Drive, which are crossings over sovereign submerged lands within the State's jurisdiction. The easement will remain in effect until October 11, 2057, and the County's use of the easement must comply with the County's South Florida Water Management District Environmental Resource Permit No. 11-01536-5. FISCAL IMPACT: There is no fiscal impact associated with this recommendation. GROWTH MANAGEMENT IMPACT: This project is in accordance with the goals and objectives of the Transportation Element of the Growth Management Plan. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.-SAS RECOMMENDATION: To approve and authorize the Chairman to execute the attached Sovereignty Submerged Lands Easement. Prepared by: Kevin Hendricks, Right-of-Way Acquisition Manager, Transportation Engineering Division, Growth Management Department Attachments: 1) Sovereignty Submerged Lands Easement instrument with Exhibits (legal descriptions and sketches of easement parcels) 2)Location Map Packet Page-458- 6/28/2016 16.A.5. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.5. Item Summary: Recommendation to approve and authorize the Chairman to approve and execute a Sovereignty Submerged Lands Easement from the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida, Project No. 66066,for the installation and maintenance of bridges at two locations on Vanderbilt Drive. Fiscal Impact: None. Meeting Date: 6/28/2016 Prepared By Name: HendricksKevin Title: Manager-Right of Way,Transportation Engineering&Construction Management 5/19/2016 2:10:47 PM Submitted by Title: Manager-Right of Way,Transportation Engineering&Construction Management Name: HendricksKevin 5/19/2016 2:10:48 PM Approved By Name: KhawajaAnthony Title: Chief Engineer-Traffic Operations,Traffic Operations Date: 5/19/2016 4:22:22 PM Name: TaylorLisa Title:Management/Budget Analyst, Senior, Capital Construction&Maintenance Budget/Fiscal Date: 5/19/2016 4:39:42 PM Name: ShueGene Title:Division Director-Operations Support, Growth Management Department Date: 5/23/2016 10:22:50 AM Name: GossardTravis Title: Division Director-Road Maintenance,Road Maintenance Date: 5/25/2016 7:00:52 AM Packet Page-459- 6/28/2016 16.A.5. Name: KearnsAllison Title: Manager-Financial&Operational Sprt, Capital Construction&Maintenance Budget/Fiscal Date: 6/1/2016 12:36:31 PM Name: MarcellaJeanne Title: Executive Secretary,Transportation Administration Date: 6/2/2016 2:30:53 PM Name: StoneScott Title:Assistant County Attorney, CAO Land Use/Transportation Date: 6/7/2016 11:00:40 AM Name: KlatzkowJeff Title: County Attorney, Date: 6/8/2016 8:46:46 AM Name: IsacksonMark Title:Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget Date: 6/15/2016 10:58:33 AM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 6/16/2016 11:24:26 AM Packet Page -460- 6/28/2016 16.A.5. LOCATION MAP —(SOVEREIGNTY SUBMERGED LANDS EASEMENTS) ar Pass �'�V{fl "gin. ' , `�`c ada t3`- xb ! 3 t . ' A:-% !yam t - w s a. c jet EASEMENT NO. 1 ,µ; It ii I 11 i 3 N w I►41113".14-:; Eirt EASEMENT NO. 2 23S , Packet Page -461- ORIGINAL DOCUMENTS CHECKLIST & ROUTING SI 6/28/2016 16 A 5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink papix. Attach to original document. 'the completed routing slip and original documents lire to be torn:trite('to the(_(nutty„Alton-m.3 Of flee at the time the item is placed on the agenda.. MI completed routing slips and original documents must he received in the Count 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 4. BCC Office Board of County Commissioners 5. Minutes and Records Clerk of Court's Office 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 Approved by the BCC Type of Document Easement Number of Original 1 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? KEN 2. Does the document need to be sent to another agency for additional signatures? If yes, KEH provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be KEN 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 KEH 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. 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 onenter date)and all changes made - during the meeting have been incorporated in the atthd document. The County 1_,.10-61q.:'9Alkr, Attorney's Office has reviewed the changes,if applicable. 2. &' / tairp„, () Initials of attorney verifying that the attached document is the version approved by the BCC,all changes directed by the BCC have been made,and the document is ready for the Chairman's signature. 1:Forms/County Forms/BCC Forms/Original Documents Routing Slip NA/WS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 Packet Page -462- • 6/28/2016 16.A.5. 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. 110232755 PA NO. 11-01536- 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,Floricbt,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 II.2057,the expiration date of this modified easement. The terms and conditions on and for which this modified easement is granted are 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 STATE OF FLORIDA 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, I I-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 casement by reference. All of the foregoing subject to the remaining conditions of this easement, 2, EASEMEN'I'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. 141) Packet Page -463- 6/28/2016 16.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 EASEMENT PROPERTY: 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. 11, YAXV§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 easement which result from the grant of this easement or the activities of Grantee hereunder. 12. CESSATION OF 4UTLIORIZATION/REMQVA QF STRUCTURES: 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. ENFORCF.MENT QF 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 are 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_JS Pages Easement No.40910 ( TM) Packet Page-464- 6/28/2016 16.A.5. 15. USACE AUTHQRIZATION: 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 IJSACE. 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 are 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 casement,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 casement shall revert to and vest in the Grantor immediately and automatically. Page_a_of 10 Pages Easement No.40910 /.",./\1•) Packet Page -465- 6/28/2016 16.A.5. WITNESSES: BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA Original Signature (SEAL) BY: Print/Type Name of Witness Cheryl C.McCall,Chief,Bureau of Public Land Administration. Division of State Lands,State of Florida Department of Environmental Protection,as agent for and on behalf of the Original Signature Board of Trustees of the Internal Improvement Trust Fund of the State of Florida Print/Type Name of Witness "GRANTOR" STATE OF FLORIDA COUNTY OF LEON The foregoing instrument was acknowledged before me this day of 20_,by Cheryl C. McCall. Chief. aireau of Public Land Administrati+p. Division of State lands. State of Florida Department of Environmental Protection.as 41,e5 for and on behalf of theJ}oardpf Truttof the Internal Jrup(oveme t Trust Fund of the Stale of Florida.She is personally known to me. AP' OWED AS SUBJE TO PROPER EXECUTION: J1 f . ` (I I Notary Public,State of Florida D_ Attorney Date ,"""•• Printed,Typed or Stamped Name My Commission Expires; Commission/Serial No. Page�_of a.Pages Easement No.40910 Packet Page-466- 6/28/2016 16.A.5. (OFFICIAL SEAL) Collier County—Florida DATE: By its Board of County Commissioners ATTEST: DWIGHT E.BROCK,CLERK BY: ,Deputy Clerk DONNA FIALA,CHAIRMAN Prim/Type Name Approved as to form and legality: "GRANTEE" Shi (t) Scott A.Stone Assistant County Attorney STATE OF FLORIDA COUNTY OF COLLIEj; The foregoing instrument was acknowledged before me this day of ,20_,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 as identification. My Commission Expires: Notary Public,State of Commission/Serial No. Printed,Typed or Stamped Name Page of_a_Pages Easement No,40910 Packet Page -467- 6/28/2016 16.A.5. ... ., , q , mrsurmiroasinifindi-.1. kr111 48 25 — , 48 25 _r/.....„, ....A. 18 VI.,„ Allinirgirrie er•III,P 16 ,--did- „=-Iii• 0.1 . ,, ....del1111111 4111111113Plite OP.10 $ 48 rNORTH EASEMENT ...... 1111725 41104;',... altilsis 1101V4-' 11;16'. .1,Prigr,1149f 118 ji ' tilialkilll "V ill will le, I 1 rit7-4,,iiiii 8 iti 1 - i , i;- .- i " * -1,. .- • ' do 1 *-4,,,„., ,,„„.......1% SOUTH EASEMENT .., . . III - tt,#e #0..."......*•"*., 111.... ... .. 48 25 0, 4,,,,, , • 48 25 i 2* I II 21 w rr .' ,21 ,s....*: I I.1".".:mitt .-..t %PP' ., 1111t11 23 4-2 = ..-- I.—, fi,,,,t,-: ,,,,,-;:. -...::. ,.- A. i • % ...... ... -4,1 , -t- till 1"114017.7"..::7,.. up Illpoi t al 7 '41, :::.r..•.:4:,::,:t*..° ' ''-" ' .. .'' '..... '' 1- milil Lt r ''.-'::::.:::,.:,..! . •.. - , . ...... "... , : • , ,,,,, , ; LI pb.... I lit' 2.:',....',.:::,..,',',-,:- 4.'7.' ' ----.. & r: .---- - ./ NOT TO SCALE LEGEND O CCR = CERTIFIED CORNER RECORD DESC = DESCRIPTION NOTES. EL = ELEVATION FD. °• 1 THIS PLAT OF SURVEY WAS PREPARED AS A SPECIFIC PURPOSE SURVEY FOR A SUBMERGED FOUND NAVD88 = NORTH AMERICAN VERTICAL LAND EASEMENT BASED ON THE PROPOSED IMPROVEMENTS AT TWO BRIDGE CROSSINGS. 2. OF 1944 O 2. DATE OF LAST FIELDWORK: 09/23/1+, NO, = NUMBER 0 3, BEARINGS ARE BASED ON THE EAST UNE OF THE NORTHEAST QUARTER OF SAID SECTION 20 TO 0 R. OFFICIAL RECORDS BOOK g BEAR N.ort 2'301, =PG, . PAGE 4 THIS SURVEY DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT POB = POINT OF BEGINNING RESTRICTIONS ON THE SUBJECT PARCELS. g 5 DIMENSIONS AND ELEVATIONS ARE IN FEET AND DECIMAL PARTS THEREOF POC - POINT OE COMMENCEMENT -. 6. NO ENVIRONMENTAI ASSESSMENT OR AUDIT WAS PERFORMED ON THE SURVEYED PARCELS VY -ONE- = OVERHEAD ELECTRIC WIRES , ,,.., THIS FIRM. (— = GUY WIRE ANCHOR 7, MEAN HIGH WATER UNE ELEVATION OF 026 FEET WAS TAKEN FROM TIDE CONTROL STATION NO, if = POWER POLE N 072-5238. J..: 8, THIS SURVEY IS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY , SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL STATE, CERTIFIED TO: , REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY, THE soma OF TRUSTEES OF THE INTERN< IMPROVEMENT .., 9. PARCEL INFORMATION SHOWN HEREON WERE TAKEN FROM 2013 COLLIER COUNTY GEOGRAPHIC PS INFORMATION SYSTEM. TRUST FUND OF THE STATE 0 FLORIDA 04 10, THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE PARTY(IES) IT WAS ORIGINALLY PREPARED COLUER COUNTY - FOR, AS DEPICTED HEREON, AND IS NOT TRANSFERABLE, ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE ,1' SURVEY ,. I 1:9 /6) WRITTEN CONSENT OF THE SIGNING PARTY. 11 THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED DY A FULL AND ACCURATE TIMOTHY J. DEVRIES E RI TITLE SEARCH, PROFESSIONAL SURVEYOR AND MAPPER • 12,COORDINATES SHOWN HEREON ARE STATE PLANE COORDINATES, NORTH AMERICAN DATUM OF 83, FLORIDA CERTIFICATE NO, LS 0758 FLORIDA EAST ZONE, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED "c 13. THIS IS A FIELD SURVEY. SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. SPECIFIC PURPOSE SURVEY Attachment A 0610 Mow Perk Dr„Suite 200 SUBMERGED LAND EASEMENT Page 6 Qf 1.°Panes W NaGoNs,FL 34109 Phone(239)5974575 LYING IN Easement No.40910 Fax:(239)597.0578 SECTIONS 16,17,20&21,TOWNSHIP 46 SOUTH,RANI3E 25 EAST "......„ COWER COUNTY,FLORIDA ENGINEERING LE No.:6022 JOU NUMBER REVISION SECTION TOWNSHIP 'RAGE SCALE - DATE DRAWN BY FILE NAME SHEET 130026.00.00 01 17 48 25 04/29/15 T.,ID SLE 1 OF 5 , . Packet Page -468- 1 6/28/2016 16.A.5. ....--. ----eotrigo---- 0....4 .16....io 1. . V P1RCEi.No.anaaaeozz O.R.2904 PG 172 Bi PARCEL NO.00156580002 MEAN HIGH WATER LINE 8 OA,7904 Pti, 172 (L.,..0.28'(NAVD88) 8 (LOCATED 09,40/14) \ i WEST RIGHT-OF-WAY MEAN NIGH WATER Lwr EDGE or VEGETATION WATERWAY UNE I EDGE OF VEGETATION EL-0.2er ovAvvisr"--.1 (wAGRovEs) owicRovts) a°"' '2/2v14) Noxix34-w 4a-s4' .... NI5r26'35.1 4 89' ct570'5954w 17.99' ..---------------- -_-- - ___--......-- .., 559'43'51E 14.97' 1., .._ I4EADWALL 567'17'02"w 4.237.---- Neroals•E 3.99' A CONCRETE PATH EXPOSED 11, MC-STRAW HEADwALL --- WATER MAIN \ EIRIDGE i CONCRETE PATH ‘11:1'w`\.wasill// 5604905W 11. ! 56647'16E 12.32' f lEAST UNE Of ... ---- THE NE 1/4 OF 57705'12N/ 0.76' 2 SECTION 20 .. .... , NOT 38'3 1'E 35.76' 20 20 aA545 OF BEARING "7-37'351V 17 as. VANDERBILT DRIVE "0 — NO2'12.344211 -- .-----. -- ...- — COUNTY ROAD 901 1 100 21 21 ASPHALT ROB DESC, ear-cuLwRr N109351.91 ' PAVEMENT . E:358044.54 4 WIDE MOST.'Of.Vi AY pAASyrPHHEAHILT r i A.+.......-...........•••••••••'.... poc DEsc, 58737'35'W 16,17' 111111111M HEADwALL. LAST 1/4 CORNER N64.5"Nd 7012' i" \ N511'17131 1135' i OF SECTION 20 ED. RAIL ROAD SPIKE (CCR 57465) N, 705151.81 N0609 18W 2,50 ... i ... . - N82 28 1(154., ,,....- \ ... N4524.17% 5.91' , ...-_-__ ---- L: 366091.23 ...,....-, MEAN HIGH WATER;Yrs- ,mANG ovEs , ........-fel,36,3 7 Iv 10,63, 55403'41E 15.42' EL.•0,28"(NAV088) ' ---...... EDGE OT( VEGETATION,-......„ (LOCArto os/2444) . S02 72 34"E 43.25 EDGE OF VEGETATION - MEAN HIGH WATER LINE , (MANGROVES) . ir EL,•0.26'(NA1478e) I EAST RIGHT-OF-WAY UNE (LOCA TED 09/21/14) N WATERWAY PARCEL NO.00157491909 S. 0.R.2580 PG. 7197 PARCEL NO.00157451909 0.9,2550 PG. 1197 I .. ..- n ..' i" li / 63 ......., :2 g Attachmcnt A 11 Pagc 7 of 10 Pagcs I,. Easement No.40910 SOUTH EASEMENT SPECIFIC PURPOSE SURVEY GED LAND EASEMENT 6610 Wdlow Patti Dt„Suite 200 SUBMERGED Naples,FL 34100 Phono(239)6974575 LYING IN Fax (239)597.0626 SECTIONS 10,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST : COLLIER COUNTY,FLORIDA ENGINEERING L6No.:6852 7 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET I 1 4 11 S.00.00 01 17 48 25 11%230' 04 29 15 TJD SLE 2 OF 5 1 -...--, Packet Page-469- 6/28/2016 16.A.5. DESCRIPTION-SOUTH EASEMENT A TRACT OR 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, S,8737'35W., FOR 17.85 FEET; tls 8 2. 5,72'05'12"W., FOR 0.76 FEET; 8 3. S,60'49'05"W., FOR 11.49 FEET; 4. S.6717'02"W., DEPARTING SAID WATERWARD FACE, FOR 4,21 FEET; 5. 5.70'59'54"W., FOR 17.99 FEET TO AN INTERSECTION WITH THE WEST RIGHT—OF—WAY UNE OF VANDERBILT DRIVE (COUNTY ROAD 901)(100 FEET WIDE); THENCE N,02'12'34"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; 0. .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.45'24'17"E., DEPARTING SAID WATERWARD FACE, FOR 6,91 FEET; 8. THENCE S.84'03'41"E., FOR 15.42 FEET TO AN INTERSECTION WITH THE EAST RIGHT—OF—WAY LINE dI' OF SAID VANDERBILT DRIVE; THENCE S.02'12'34"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: 1. 5,81'36'51"W., FOR 10.63 FEET; 014 2. N.62'28'56"W., FOR 10.54 FEET; n 3. N.86'09'18"W„ FOR 2.50 FEET TO THE WATERWARD FACE OF SAID BOX—CULVERT; 4, N,64'58'01"W„ FOR 10.82 FEET; 5. THENCE S,8T37'35"W., FOR 18.17 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; ski CONTAINING 3,358 SQUARE FEET OR 0,08 ACRES, MORE OR LESS. BEARINGS HEREINABOVE MENTIONED BEARINGS ARE BASED ON THE EAST LINE OF THE NORTHEAST QUARTER F4 OF SAID SECTION 20 TO BEAR N,02'12'34"W, Attachment A SPECIFIC PURPOSE SURVEY 6610 Willow P.rk Dr..suns zoo Page 8 of IC PagesaUBMERGE©LAND EASEMENT Phone{23)507 0875 Easement No.4091uLYING IN Fax;(239)597.0678 SECTIONS 18,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST ^t COWER COUNTY,FLORIDA ENGINEERING LB No.:6952 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAb1E SHEET 130026.00.00 01 17 4B 25 04{2915 TJD SLE 3 OF 5 Packet Page-470- 6/28/2016 16.A.5. i ,...„, LITTLE HORSE PASS 1 MARRA RAY CLUB OF NAPLES G014001/6164 BULKHEAD LINE PER I OJT 1619 PO 1422 BULKHEAD LINE PLAT MEAN HIGH WATER UNE i BOOK 1, PAGE 7 EL.-0,26' (NAVI088) (LOCATED 09/26/14) -WEST RIGHT-OF-WAY UNE -MEAN HIGH WATER UNE EL40,26' (NAVD88) BULKHEAD UNE PER BUU(HEAD UNE PLAT 8 \ (LOCATED 00/10/14) BOOK 1, PAGE 7 I N00'25.20'W 149.22' **"..""* """""—T "'""*"-, Ki Si'11 15V 14,91 $29'47'02.VI 17.72' sor2231, 16.49.,,,,,, 50419'27*W 5.22'* 58317.02"E 1768' - RETAINO4G WALL ...- 5073914*E 18.21S42'24421 10.03' - 4 r-POC DESC, 14., 6115CION/ 13,00* ilill".... 11t 1 SE CORNER OF SECTION 17 ill -- FD, RAILROAD SPIKE EXPOSED PEDESTRIAN ORME "G WATER MAIN t37;;:13$73'g idsimmimminsomimommis ........._ ...... . _____ i - 111111111.1111111.11011111011111111111 . i mi 120 17 Pa°DESC*1-N1 N6r22`2316 23 71' BASIS OF MAIM N:711717,181 * 1400'25.20-1Y 929 71'E:367962,661 OR/DOE I o 1 PAVEMENT VANDERBILT DRIVE 1 21 16 I Nor a Vorz 46,06' " COUNTY ROAD 901 I 100' WIDE RIGHT-OF-WAY i ASPHALT NeAF0916'W 24.39' 1 .... PAVEMENT EAST UNE af : SECTION 17 b N46'06"26'E 13.23. 14\2 ...N 8EDGE OF vEGETATION NO0126.23W 16,37' N46"23'30"W 12,60' RfrAltma mil r EDGE OF VEGETATION I ir—MEAN HIGH WATER-1-1-N-Eii 'N4425'1" 16'83' foo 41r2at 10.62 L (LOCATED 09/25/14) --- N71'2323'W 3.66' ...-...___ _ ' . ' ", ' . , EAST RIGHT-OF-WAY UNE N72'07'48"E 12.12 _-- 8674417V 140 ' N622 7.34"E 712 _ _...... S0012510E 127,51' .6 (.... it,. -_,.../ ...s. \v.-WEAN HIGH WATER UNE EL.-0,26. (iA1/088) t ------------------------...,:"1 (-0CATED 09/26/14) 6 ,,,A PARCEL NO,00155682704 it.T. PARCEL 10.00166662704 0,R.4506 PG.200 N \ OR 4306 PG.2033 8 BULKHEAD UNE PER LITTLE HORSE PASS g BULKHEAD UNE PLAT 6(41 ROOK 1, PAGE 38 BULKHEAD11FLINE PER 5 BOOK 1, PAGE 15 ...., P,) lc Ci r4 Attachment A Page 9 of 10 Pages $1111111161mar .. 1 Easement No,40910 130' .4* NORTH EASEMENT SPECIFIC PURPOSE SURVEY6610 Watow Park Dr„Suite 200 SUBMERGED LAND EASEMENT WNaples,FL 34100 LYING IN Phone(239)667.075 ...--, SECTIONS 10,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST Fax:(239)597.0570 COLLIER COUNTY,FLORIDA ENGINEERING LS No.:052 , JOB NUMBER 002000 J REVISION SEC7TION TOWNSHIP- RANGE- SCALE DATE DRAWN BY FILE NAME — - SHEET 13 ,00. 01 1 48 ,.. 25 1"=30' 0429‘15 TJD SLE 4 OF 5 Packet Page-471- 1 6/28/2016 16.A.5. DESCRIPTION-NORTH EASEMENT A TRACT OR PARCEL OF SUBMERGED LAND LYING IN SECTIONS 18 AND 17, TOWNSHIP 46 SOUTH, RANGE 25 EAST, "•-••• COWER COUNTY, FLORIDA, SAID TRACT OR PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 17 THENCE W00'25'20111. ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17 FOR 929,71 FEET TO MEAN HIGH WATER UNE AT THE WATERWARD FACE OF A :.-IDCE RETAINING WALL AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE THE FOLLOWING EIGHT COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER UNE; r 1. N,89'22.231"., FOR 23,71 FEET; o 6, 2, S.51'56.10*W„ FOR 13.00 FEET; 1;4 O. in 3. S.04'19'27-W., FOR 5.22 FEET; 8 4 5,29'47'02-W. DEPARTING THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL FOR 17,72 FEET; 8 5, S.02'39'14E„ FOR 18.21 FEET; 6. S.01'22.31E„ FOR 16.49 FEET; ..- I 7. S.19'51'15-W., FOR 14.97 FEET; a ..- 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.00'25'2019. ALONG SAID WEST RIGHT-OF-WAY LINE FOR 149.22 FEET TO AN INTERSECTION WITH THE MEAN HIGH WATER UNE; i THENCE THE FOLLOWING SEVEN COURSES AND DISTANCES ALONG SAID MEAN HIGH WATER LINE; h 1. THENCE S.8317'02E„ FOR 17.60 FEET TO AN INTERSECTION WITH THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL; - } 2. THENCE 5.4724'42E., FOR 10,03 FEET; .i., 3, THENCE N.87'13.55•E„ FOR 48,06 FEET; 5 4, THENCE N,46'08.26'E„ FOR 13.23 FEET; „,......, 1 5. THENCE N.00'48'28E„ FOR 10.52 FEET; 6. THENCE N.7707'48E., DEPARTING THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL FOR 12.12 FEET; 6 7. THENCE N.62'27'34E„ FOR 7.12 FEET TO AN INTERSECTION WITH THE EAST RIGHT-OF-WAY UNE OF SAID 'A VANDERBILT DRIVE; I THENCE S.00'25'20"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 UNE: › 1. THENCE S.87'44'17W., FOR 1.40 FEET; 8 g 2. THENCE N.71'23'23"W„ FOR 3,66 FEET; ur 3, THENCE N.44'25.14"W„ FOR 16.63 FEET TO AN INTERSECTION WITH THE WATERWARD FACE OF SAID BRIDGE RETAINING WALL; '2 R 4, THENCE N,00'28'23"W, FOR 16.37 FEET; 're S. THENCE N.46'23'30"W., FOR 12,60 FEET; gi 6, THENCE N.89'09'28"W„ FOR 24.39 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; Ai - CONTAINING 13,081 SQUARE FEET OR 0,19 ACRES, MORE OR LESS, or) R BEARINGS HEREINABOVE MENTIONED ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17 K TO BEAR N,00'25.20"W, Attachment A SPECIFIC PURPOSE SURVEY 8610 Mow Park Dr.,Sulk:200 Page 10 of 10 PageUBMERGED LAND EASEMENT WPhone Naplos,FL 9409 (239)597-10575 Easement No.40910 LYING IN Fax:(239)597.0578 SECTIONS 18,17,20&21,TOWNSHIP 48 SOUTH,RANGE 25 EAST ...---... COLLIER COUNTY,FLORIDA ENGINEERING LB No.:6952 JOB NUMBER REVISION SECTION TOWNSHIP RANCE SCALE DATE DRAWN BY FILE NAME SHEET 130028,00.00 01 17 48 25 04 29 15 TJD SLE 5 OF 5 -- 7-• Packet Page-472-